RCC IS A MONOLITHIC CONSTRUCTION AND CAN BE EASILY MOULDED TO REQUIRED SHAPE AND SIZE OF THE STRUCTURAL COMPONENTS.

ADVANTAGES OF THE RCC CONSTRUCTION:-- The following are the advantages of the RCC construction .(1) Concrete can be easily moulded to any desired shape and size.(2) The materials for the RCC are easily available.(3) It is easy to make (4) It is durable (5) By Proper proportioning of mix , concrete can be made water tight.(6) It's monolithic character gives it more rigidity (7) It is fire resisting (8) It's maintenance cost is practically nil .STEEL AS REINFORCEMENT :-- Steel is used as Reinforcement to take up tensile stresses in RCC structures because of the following reasons.(1) It's tensile strength is high (2) It can develop good bond with concrete.(3) It's coefficient of expansion is nearly same as that for the concrete.(4) It is easily available. The steel bars used for reinforcing Concrete are generally of plain round mild steel with diameters between 5mm to 50 mm. It is only in very heavy structures that bars of diameter larger than 40 mm are used .There is a growing practice to use high yield point steel bars which are usually mild steel bars that have been cold drawn to increase their strength, but the difficulty of placing and bending these bars may outweigh the initial saving in the weight of steel required .Mesh fabric is used frequently as reinforcement in concrete, roads ,walls and floor slabs .It can also be used in the column footing. It is used in place of the bar Reinforcement only when there are definite advantages in cost and placing.All Reinforcement in RCC construction shall be clean and free from loose mill scales,dust loose rust and coats of paints , oil or other coatings which may destroy or reduce bond .

RTI INFORMATIONS COULD NOT DENIED TO THE OFFICE BEARERS OF ANY ASSOCIATION, CORPORATION, COMPANIES,NGO ETC INDICATING HIS NAME AND THE ADDRESS OF THE CORPORATION ETC .

The RTI act publications has been particularly empowered to the citizens of country to obtain the information ordinarily in the form in which it is sought list by way and virtue of which a citizen has a right to obtain an information in the form of diskettes ,floppies ,tapes ,videos cassettes or in any electronic mode or through the print outs provided such information is already stored in a computer or in any other device from which the information may be transferred to the diskettes etc  The informations required to be supplied to the applicant is any material in any form , which includes records , documents,memos , emails, opinions,advices press releases,circulars orders ,log books,contracts ,reports ,papers , samples, models, data material held in any electronic form .It also includes information relating to any private body which can be accessed by the Public authorities under any law for the time being in force .The act publications issued for the welfare of society and circle gives the right to information only to the citizens of India,it doesn't make provison for giving information to Corporations , Associations , Companies etc which are legal entities /persons but not citizens.However if an application is made by an employee or the office bearer of any corporation, Association, Company,NGO etc indicating his name and the address being office bearer of the Corporation etc . Only such information is required to be supplied under the Act which already exists and is held by the Public authorities or held under the control of the Public authorities.

THE CHARACTERISTIC VALUES OF DESIGN SHOULD BE BASED ON STASTICAL DATA AND IF SUCH DATA ARE NOT AVAILABLE ,THEY SHOULD BE BASED ON EXPERIENCE.

SAFETY AND SERVICEABILITY REQUIREMENTS FOR THE STRUCTURAL DESIGN :-- In the method of design based on limit state concept, the structure shall be designed to withstand Safely all loads to liable to act on it through out its life , it shall also satisfy it's serviceability requirements,such as limitations on deflection and cracking.The acceptable limits for the safety and serviceability requirements before failure occurs is called a limit state .The aim of design is to achieve acceptable probabilities that the structure will not become unfit for the use for which it is intended , that is ,that it will not reach a limit state .All relevant limit states shall be considered in design to ensure an adequate degree of safety and serviceability.In general the structure shall be designed on the bases of the most critical limit state and shall be checked for other limit states .For ensuring the above objective, the design should be based on characteristics values for materials strength and in the loads to be supported .The characteristic values should be based on stastical data if available and where such data are not available they should be based on the experience .The design values are derived from the Characteristic values through the use of partial safety factors, one for materials strength and the other for loads .In the absence of special considerations these factors should be 95 percent probability of not being exceeded during the life of the structure .The limit state of collapse of structure or part of the structure could be assessed from the rupture of one or more critical sections and from buckling due to elastic or plastic instability (including the effects sway where appropriate ) or overturning.The resistance to bending,shear ,torsion and axial loads at every section shall not be less than the appropriate value value at that section produced by the probable most unfavorable combination of loads on the structure using the appropriate partial safety factors .

PUBLIC SERVANTS ARE ACCOUNTABLE FOR THE GOVERNMENT FUNCTIONING.

Government functioning is regulated by various provisions of Constitution of India and the Acts and rules framed thereunder . Public servants, including government servants are accountable for the office action and maintenance of records in the interest of transpancy and accountability for which law code manual has been issued by the government. Of course there are different levels of accountability dischargable at different levels.In the Administrative hierarchy, it is necessary to set out the matter related to accountability in advance so that the responsibility at different levels is known according to the law code manual prefixed by the government in this behalf for which the reasonable discretion and freedom of action is also established within the well defined limits for which the office manual is a basic document setting procedures and standards of the working described by the government in this behalf and found essential under law code manual to establish accountability at all levels of the government.

GUIDING PRINCIPLES FOR THE RTI AND RTS ACT ADJUDICATION, REQUIRED FOR THE CORRECT OBSERVANCE OF ITS FOLLOW UP ACTION.

The provision made by the RTI act publications empowering the citizens of country,a right to seek informations from the public authorities, at par with the Members of the Parliament and the members of the state legislatures.According to the act the informations which can not be denied to the Parliament or a state legislature,shall not be denied to and person demanding such information from the Public authorities which is held by the Public authorities or which is held under its control .This right includes Inspection of works , documents and records , taking notes ,extracts of the certified copies of documents of records, and taking certified samples of the materials held by the Public authorities or held under the control of the Public authorities .The Public information officers of a Public authority plays a pivotal role in making this duty of the department and too liable for penalty in case of default. It is therefore essential for the Public information officers and too for the RTI activists regarding to study the Act of publications related to the RTI and RTS carefully and understand it's Provision correctly .As such the RTI activists and Volunteers and the other resource persons must have clear vision of the RTI act publications so that necessary Appeals may also be furnished before the FAA and SIC or CIC if found necessary for which the RTI welfare Association Registered number HPCD 3552 is working for the awareness drive and Promotion of RTI act publications and doing the needful under online digital programmes and workshop as well as training of the new era entrants joining the group activities,so that they may get full knowledge of the provisions made for the welfare of common man demanding free and fair justice from the system of governance,more over section 4 of the RTI act publications too providing access to the informations by way of oonline schedule of Public domain required to be updated by the Public authorities time to time.

DELAY BREEDS CORRUPTION,AS SUCH TIME LIMIT FOR DISPOSAL OF CASES PENDING FINALISATION OVER 3 MONTHS MUST HAVE SYSTEMATIC DECISION MAKING AND THE REQUIRED INSPECTIONS.

Need for disposal of cases pending finalisation over 3 months as due on the Procedure laid by efficiency for speedy disposal of cases/work ,but the purpose for which these have been evolved would be defeated if these procedures are not followed and reduced to mere red-tape and the delays occur in the disposal of said work and some times the references received in the branches of offices are delayed and are not dealt expeditiously or with as much sense of urgency as is required .It must be realised that the Administrative delayed are a source of discontent and the delay breeds corruption,and effective implementation of the government policies and guidelines as well as instructions,reforms largely depends upon an efficient and speedy disposal of the work.The Administrative reforms and the remedial action pointed must have law of limitations at all levels of the processing of papers containing the information, instructions or the decisions ,as such their quick and efficient processing is therefore the first step towards improving office efficiency however it is regretted to point that the information demanded under RTI act publications and too the RTS act adjudication have no time limits even clear vision and penal action against the defaulters.

SEMINAR ON THE COWS REHABILITATION IN BALHSINA AND PROBLEMS OF THE REPRESENTATIVES WORKING FOR THE GAU SALAS IN HIMACHAL PRADESH, AND CONTRIBUTION OF THE MAHATMA JI (MOGA WALE) PUNJAB.

It was an occasion today on the day of 25-12-2022 when attended the meeting of state Gau sala representatives in the premises of the Balhsina Gau sala Tehsil Jhandutta Distt Bilaspur Himachal Pradesh. The main objective of this meet was to distribute the tikki gur to all the working Gau salas existing in the Himachal Pradesh for which Mahatma Shri Baba ji from Moga Punjab had sent 50 tonnes of the tikki gur to cows in the state of HP, in addition to the tikki gur Mahatma ji regularly sending fodder of wheat grains to HP Gau salas for which no cost of material is required to be paid by the representatives of the management Committees except the transportation charges of the trucks .The said seminar and workshop on the captioned subject matter deliberation required to be relied upon the services of the Gau salas started at 11 Am and representatives of the Mahatma ji listen their view points and grievances raised before the house of members working for the welfare of farmers of area and circle as well as cows being responsible to arrange their rehabilitation programmes for which the state government of Himachal Pradesh is also paying sum of rupees seven hundred  per cow and the balance amount is required to be arranged by the standing committees working for the welfare of farmers and people of Society and area .Shri Budhi Singh Guleria from the Mandi district and Pandit Deva Nand  the local representative of the area listen the grievances of the state representatives of the Gau salas rehabilitation on behalf of the Mahatma ji Moga Punjab and assured the all representatives that there would be no shortage of the fodder for cows and the supply would be continued as per the demand under public utilities from the Moga Punjab .The local representatives of the management Committee  arranged tea and lunch for the outcomers and distributed fifty tonnes of the tikki gur as per the schedule under enomeration .Various representatives of the local Panchayats ,civil societies and other related persons were present on the occasion .Sweats and the fruits were also distributed to the all visitors and representatives present in the meeting which includes the local Bilaspur,Mandi ,Una ,Kangra , Sirmaur, Shimla,Kullu and Hamirpur.The meeting was specifically attended by the retired Deputy Commissioner Shri KD Lakhanpal and the truck union president Shri jeet Ram Gautam .The said meeting with also addressed by the RTI activist Er Fateh Chand Guleria, Bilaspur Himachal Pradesh and it was brought to the notice of the all representatives of the management Committees to prepare a data bases expenditure of their Gaw sala and bring it to the notice of the appropriate government through their Commission working for the welfare of cow rehabilitation centers existing in the state of HP, failing which informations would be taken from the system of governance,as people donating more than twice of the funding issued by the government to each cow .No doubt the wealthy farmers are donating contribution as per the demand and assessment of the expenditure incurred however small farmers are not in position to pay their donation .The source of income of the many and many farmers is not payable for which the government should increase the monthly amount of each cow which has been increased by the previous government up to the possible extent of rupees seven hundred only,and not sufficient for the proper look after which is a absolute reality of nursing the animal sciences which too requires every facility for their living and servicing as necessary for the human body and service .

FUNCTION OF THE CIVIL SOCIETIES IN ADMININISTRATION , REQUIRED FOR THE SUGGESTIVE MEASURES AND REMEDIAL ACTION AND DUTY OF THE RTI ACTIVISTS, VOLUNTEERS AND RESOURCE PERSONS WORKING FOR THE GOOD GOVERNANCE AND CHARTER OF PUBLIC SERVICE GUARANTEE ACT-2012 .

Civil societies, senior citizens of the society and circle of their respective areas and the RTI activists must come together to bring transparency and accountability in the administration as such sound and well laid out procedures are an essential prerequisite to the good governance for which the government servants are accountable for their official duty , performance and action under law code manual prefixed by the government and at the same time the said procedures have to keep up with the time and system generated by the government in this behalf of the transmission and processing of records and the informations contained in the public domain and related to the common man demanding free and fair justice from the system of governance however people are facing problems due to unusual account of delay in deciding the cases and creating unnecessary hurdles in charter of public accountability even following the RTI act publications and too the RTS act adjudication for redressal of grievances .At the same time the department of Administrative reforms too working and taking cognizance of the complaints under article 350 of the constitution found necessary to bring transparency and accountability in the administration recognised need for the changes based on the qualitative improvements and the demand under public utilities for which the people of country too responsible to have suggestion and dialogue with the provision made under RTI act publications and too by the study of rise to this challenge faced by the people of country and demanding free and fair justice from the system of governance,essential to set out the responsibility of Public authorities working at different levels and known for the welfare of society and circle for which freedon of action is also established with in the well defined limits by the government and the article 19(1) and 2 of the constitution of India, as such the decision making of the government has to be logical , reasonable and transparent.

RTI WELFARE ASSOCIATION REGISTERED NUMBER HPCD 3552 COMPLETING ITS TWO YEARS OF THE AIM AND OBJECTIVE ON 24-12-2022 .

RTI welfare Association Registered number HPCD 3552 is completing two years of its registerd enlistment with the state government on 25-12-2022 which is being represented by the zonal representation at Paonta Sahib, Chamba and Bilaspur Himachal Pradesh and the district represention is being continued at Mandi ,Solan and Hamirpur .The aim and objective of the RTI welfare Association Registered number HPCD 3552 is to take cognizance of the government policies and it's implementation under law code manual prefixed by the Constitution of India for which the RTI activists, Volunteers attached with the group activities and the resource persons are working for the welfare of society and circle and doing the needful where found necessary to check the interpretation of law and it's implementation at the lower level of the society and circle. Number of applications have been furnished by the registerd members before the PIOs ,FAA and SIC or CIC and Complaints too registerd before the department of Administrative reforms under section 350 of the constitution of India and bring transparency and accountability in the administration for which required remedial action too initiated at the government level .The number of online meetings arranged for the awareness drive of the RTI and RTS act adjudication by the group identity in addition to the district and block as well as the Panchayat level meetings arranged for the good governance and accountability to protect the fundamental rights of the common man demanding free and fair justice from the system of governance .In future the work and conduct of the society and group would be maintained as it is continued since the registeration of the Association by the Registrar Cooperative Societies and free help would be provided to the new era entrants joining the group activities during the course of workshop and training programmes time to time arranged at every district head quarter of the RTI welfare Association Registered number HPCD 3552 .In addition to above the group activities too arranging for the arrangement of facilities and services required to be maintained by the state government and the government of India,so that more and more people may join the group activities and take benefits of the RTI act publications and too the RTS act adjudication found necessary by the government since 2005 and 2012 however still very few people are joining hands with the Association even goverment reviewing the policies and procedures laid down by the parliamentary democracy during its creation and approval under law code manual prefixed by the department of the personnel and training and verified by the department of Administrative reforms under article 350 of the constitution where suggestion and improvements must be brought to the notice of the respective Chief Secretary and the other concerned if found necessary by the RTI activists, Volunteers and the resource persons doing the needful under section 6(1) and (3) and approaching the plateform up to the level of the respective Chief Secretary of the government heading the appropriate government.

RECORD OF ENQUIRY, SHOW CAUSE NOTICE AND REPRESENTION OF THE GOVERNMENT SERVANT,UNDER FIRST PROVISO TO RULE 29-(2) OF CCA ,1965 COULD NOT BE IGNORED AND DELETED CONTAINING THE GOVT COMMENTS.

An original order imposing any of the major penalties after holding the enquiry in exercise of his powers of review and in modification of an order under which non of the said penalties has been imposed ,public service commission is required to be consulted before issue of orders in all such cases .In case covered under first proviso to rule 29(1) commission shall be consulted after an enquiry has been conducted,if necessary and the government servant have given an opportunity of making a represention against the proposed penalty. Record of enquiry,show cause notice as required first proviso to rule 29(2) of CCA1965 ,and represention of the government servant in reply thereto .It is also necessary to follow other documents/papers that can be taken into consideration and a note containing government comments or any factual procedural points raised by the Government servant in reply to the show cause notice without expressing any views regarding the findings or the penalty to be imposed against the government servant.

DEPARTMENT OF THE ADMINISTRATIVE REFORMS ORGANIZATION MUST RECOGNISE THE NEED FOR CHANGES BASED ON THE PRACTICAL ASPECTS OF THE COMPUTERISATION REQUIRED FOR THE QUALITATIVE IMPROVEMENT DISCHARGED WITH DUTY UNDER SECTION_4 OF THE RTI ACT PUBLICATIONS.

RTI activists, Volunteers and the resource persons may follow arrived decision and conclusion of the related RTI act publications and too the RTS act adjudication and put the same before the Administrative reforms department with suggestion and improvements under law code manual prefixed by the study of protocol mentioned in the provison made by the government instructions and guidelines and ignored by the public authority in case file reports and returns asked for the welfare of society and circle or the charter of public accountability required for the benefits of an individual concerned. The sound and the well laid Procedure are essential prerequisite to good administration for which the government servants are accountable for their official and the remedial action required for the welfare of common man demanding free and fair justice from the system of governance. The decision making in the government has to be logical , reasonable, dispassionate uniform and reasonably transparent for which every citizen of country has been empowered to follow the RTI act publications and too the RTS act adjudication,and at the same time the Procedure have to keep up with the times and well managed system must be followed for the information generation,transmission and processing as such well managed systems are able to handle the larger volumes of informations more quickly and more effectively for which section 4 of the RTI act publications has been introduced by the government for qualitative improvement of the required documents and systems analysis and designing in the systematic manner which requires the team work and involvement of the ultimate user of the (CBMIS) .The first step is to provide a broad statement of objectives for the proposed CBMIS and a detailed study of the existing manual system to identify the flow of information between the different levels.The next step is a detailed examination of the proposed system ,to identify the alternative approaches to meet the stated objectives, and finally choose the most appropriate alternative and then to examine the feasibility of the proposed system.Benefits may be realised from the timely and accurate generation of required information to meet the stated objectives .Incase of the larger volumes of informations required data is being regularly received and importantly fed into the computer ,and reports are being generated and used for the objective ensuring the conduct of work .

FUNCTION OF THE DPC WILL DEAL CASES OF PROMOTION OF OFFICERS TO SELECTION AS WELL AS NON SELECTION POSTS AND CONFIRMATION IN THEIR RESPECTIVE GRADES/POSTS INCLUDING ASSESSMENT .

FUNCTIONS OF THE DEPARTMENTAL PROMOTION COMMITTEE:-- The departmental Promotion committee will deal with the cases of:-- (1) Promotion of officers to selection as well as the non -selection posts (2) Confirmation of officers in their respective grades /Posts.(3) Assessment of the work . FREQUENCY AT WHICH DPC SHOULD MEET :-- The DPC should be convened at the regular annual intervals to draw panels which could be utilised for making Promotion against the vacancies occuring during the course of a year .It has been observed that Ministries/Departments do not convene meetings of the DPCs annually for various reasons even though eligible officers of the lower grade were available and the vacancies in the higher grade were also available for their Promotion.This is often due to non - finalisation of the seniority list of officers at the lower grade which forms the field of consideration,Sometimes meetings of the DPC are also not convened annually under the impression that a panel ,prepared by a DPC for filling Selection posts could be kept operative for a period of one year and six months and that, therefore, action to convene the next meeting of the departmental Promotion committee could be initiated only after the expiry of that period .As delay in convening the DPC meeting results not only in the financial loss to the concerned officer,due to delay in their promotion to the higher grade , but also affects them adversely in their future carrier in as much as their Promotion to the next higher grade is also delayed , So it is necessary that the DPC meeting should be convened at the regular intervals as indicated above .

INSPECTION OF THE RECORD BY THE ADMINISTRATIVE REFORMS ORGANIZATION WORKING FOR THE GOOD GOVERNANCE AND TRANSPARENCY AND SUGGESTION FOR THE IMPROVEMENT.

RTI activists, volunteers and the resource persons must join hands with the Administrative reforms organisation under the Provision made by law code manual prefixed for the due observance of all instructions issued for the conduct of work and the information management including review of the reports and returns and efficacy of analysis of data including economy and rationalisation and delegation and decentralisation of the powers for which the RTI activists and Volunteers working for the welfare of society and circle and doing needful under law code manual prefixed by the study made should have pointed defects and brought to the notice of the department of the Administrative reforms organisation for which the Department of Administrative reforms is responsible to inspect the data report and represention processed under article 350 of the constitution of India under the rules of allocation,the said Organisation is required to conduct test inspections and checks to ensure the correct observance of the government instructions,rules and procedures.All suggestions required for improvement suggested by the Organisation will be implemented with the consent of the respective Heads of the Departments and in case of any difference of opinion, orders of the respective Chief Secretary will be obtained in the matter before asking the Heads of Departments to implement the recommendations made by the Administrative reforms Organisation.

DELAY IN DECIDING CASES MAY BE BROUGHT TO THE NOTICE OF DEPARTMENT OF ADMINISTRATIVE REFORMS ORGANIZATION WORKING FOR THE GOOD GOVERNANCE AND TRANSPARENCY IN ADMININISTRATION.

The government's of the states as well as the centre are responsible to protect the fundamental rights of the citizens of country and take cognizance of the RTI act publications and too the RTS act adjudication and decide pending files and Complaints furnished by the RTI activists, Volunteers and the resource persons with in the scheduled time under law code manual prefixed by the efficiency bar of the office manual however number of cases are pending with the various Public authorities since the long and on the other hands the public authorities have started access to destroy such specific files related to the important issues and matter pertinent to the FIRs and Appeals etc etc .So keeping in view the above position of Procedure laid down under article 350 of the constitution the RTI activists must challenge the such wrong interpretation of law code manual prefixed by the Constitution of India before the department of Administrative reforms so that illegal proceedings of the department concerned may be brought to the notice of the competent higher authority for obtaining the vision efficiency in the administration and transpancy in the administration failing which it is difficult to bring transparency and accountability in the administration and do the needful as laid by the RTI act publications and too by the RTS act adjudication for which Public authorities are responsible to follow law of limitations and act accordingly and the RTI activists, volunteers and the resource persons are too responsible to challenge the things before the FAA and SIC or CIC particularly with the provision made under section 18 to 20 of the RTI act publications as such no penal action against the defaulters may ruin the system of governance and accountability if not bring on the records of the government and the appropriate government responsible to take cognizance of the delay and dereliction of duty as per the schedule under law and rules prefixed by the Parliamentary Democracy in this behalf since 2005 and 2012 .

THE FOLLOWING SHALL NOT AMOUNT TO PENALTY WITHIN THE MEANINGS OF RULE 11 OF THE CENTRAL CIVIL SERVICES (CLASSIFICATION, CONTROL AND APPEAL) RULES,1965.

Cases in which non-promotion or reversion of a government servant officiating in the higher post does not amount to a penalty :- The following shall not amount to penalty with in the meanings of the rule 11of the Central civil services (Classification, Control and Appeal) Rulea ,1965 .(1) Non -Promotion of a government servant,whether in a substantive or officiating capacity ,after consideration of his case , to a service grade or post for promotion to which he is eligible.(2) Reversion of a government servant officiating in a higher service grade , or post to a lower service , grade or post,on the ground that he is considered to be unsuitable for such higher service , grade or post or on any Administrative ground unconnected with his conduct. (Sub -Clause (111) and (iv) below explanation under rule 11 of the central civil services (Classification, Control and Appeal) Rules ,1965

LIMITATIONS FOR THE DIRECT DESIGN METHOD

DIRECT DESIGN METHOD :-- Limitations :- Slab system designed by the direct design method shall fulfil the following conditions .(1) There shall be minimum of three continuous spans in each direction (2) The panels shall be rectangular and the ratio of the longer span to the shorter span with in a panel shall not be greater than 2.0 (3) It shall be permissible to offset Columns to a maximum of ten percent of the span in the direction of the offset not withstanding the provision made in number 2 .(4) The successive span lengths in each direction shall not differ by more than one third of the longer span .The end spans may be shorter but not longer than the interior spans ,and (5) The design live load shall not exceed three times the design load .The thickness of the flat slab shall be generally controlled by consideration of span to effective depth ratio and the minimum thickness of the slab shall be 125 mm .

GUIDING PRINCIPLES FOR THE PROMOTION OF THE GOVERNMENT EMPLOYEES AND FIELD OF CHOICE.

Guiding principles for Promotion of government employees describes that every person eligible for Promotion and in the field of choice should be considered for his due Promotion.(2) If it is desired that Standard for Promotion should be strictly adhered to,where prescribed Standard are considered too rigorous to meet practical Requirements they may be reviewed in consultation with the HPPSC/DPC . Minimum length of the service in the lower grade prescribed as a condition for Promotion to the higher grade is not materially different from that prescribed for the other Departments for promotion to similar grades involving the same nature of duties and responsibilities.(3) Employing department should estimate the number of vacancies which might arise in the succeeding year for being filled by Promotion on the recommendations of a DPC and also convene the meeting of the Departmental Promotion Committee at the regular annual interval .(4) The Administrative authorities should ensure that the information furnished to the Departmental Promotion committee is accurate and in proper order in all respects .Ministeries may invest all cases of delay and submission of in correct particulars to the DPC and may take suitable action against the persons responsible for default.(5) If a candidate who is recommended for direct recruitment is also among those recommended for Promotion by the DPC , he should be appointed as a direct recruit or promotee  according as his turn for appointment comes earlier from the direct recruitment list or from the promotion list.Cases it which non-promotion or reversion of a government servant officiating in higher post does not amount to a penalty, with in the meanings of rule 11 of the central civil services (Classification, Control and Appeal) Rules ,1965 .

BASES FOR DESIGN AND METHODS OF THE DESIGN ANALYSIS

BASES FOR DESIGN :- The structures and the structural members shall be designed to have at all sections ,strengths at least equal to the structural effects of design loads and forces that occur during the course of construction and use as determined by the relevant methods of design Structures and the Structural members shall also meet all the other requirements of the code . The design shall be made in accordance with the principles of mechanics , recognised methods of the design and sound engineering practice. In particular,adequate consideration shall be given to the effects of continuity in the distribution of bending moments and shears due to monolithic construction.METHODS OF DESIGN:--Structures and the structural elements may be designed by any of the following methods:-- (1) Limit state method (2) Working stress method (3) Methods base on experimental investigations Note:-- Design based on experimental investigations on models of full size Structures or element may be expected subject to experimental details and the analysis connected therewith being approved by the engineer in charge .

APPELLATE AUTHORITY HAS REASON TO BELIEVE THAT THE DECISION ALREADY TAKEN IS IN CORRECT AND REQUIRES REVIEW OF THE CASE OF THE OFFICERS HELD UP AT EFFICIENCY BAR.

In cases of the crossing of efficiency bar provision made under fundamental Rule -25 ,where an efficiency bar is prescribed in a time scale the increments next above the bar shall not be given to a government servant without the specific sanction of the authority empowered to withhold increments under Rule 24 or the relevant disciplinary rules applicable to the government servant or of any authority whom the president may,by general or special order authorise in this behalf

.In pursuance of the above provisions of the FR 25 the competent authority has to assess specifically, the suitability of an officer to permit him to cross the efficiency bar, but the principles which should be observed in assessing his suitability in the matter have not been laid down .In the absence of specific instructions in the matter points referred to as Government of India considered in consultation with the Ministry of the Home affairs and it has been held that the annual review,means that the case should be reviewed after a year ,however in the exceptional circumstances ,it may not be possible to adhere the limit of one year strictly. (1) When the appellant authority has reason to believe that the decision already taken is incorrect ,and (2) When the annual increment at the efficiency bar falls in the latter half of the year , and at the time of the deciding the case , the reports were considered only up to the end of the previous year and the subsequent report justified review of the case ,action may be taken accordingly .There is no objection to the official being informed of the period for which his work would be watched for which efficiency over a certain length of period is to be considered, or whether an officer should be allowed to cross the efficiency bar on the basis of his efficiency at the time when he is due to cross the efficiency bar ,or whether his efficiency over the whole of the period from the last efficiency bar or from the initial stage of the pay scale is to be taken into the account.

FORCES AND EFFECTS AND CALCULATION FOR THE DESIGN VALUES.

LOADS AND FORCES:--In structural design , account shall be taken of the dead , live and wind loads and forces such as those caused by earthquake ,and effects due to shrinkage ,creep , temperature,etc where applicable. Dead loads shall be calculated on the basis of unit weights which shall be established taking into consideration the materials specified for construction uses . Alternatively the dead loads may be calculated on the basis of unit weights of the material given in IS:1911-1967, unless more accurate calculations are warranted, the unit weights of plain concrete and reinfoced concrete made with sand and gravel or crushed natural stone aggregate may be taken as 24000 N per cubic metre and 25000N /cubic metre respectively. Live loads and wind loads shall be assumed in accordance with IS :875 -1964 .The earthquake forces shall be calculated in accordance with IS :1893 -1975 .In case of shrinkage,creep and temperature effects ,if the effects are liable to effect materially the safety and serviceability of the structure,these shall be taken into account in the calculations.In the case of ordinary building infrastructure effects due to temperature fluctuations and shrinkage and creep can be ignored in the design calculations .Other forces and effects if they are liable to effect materially the safety and serviceability of the structure ,shall be taken in to account, foundation movement (IS :1904-1978), elastic axial shortening,Soil and fluid pressures (IS:875-1964),Vibration , fatigue,Impact (IS:975-1964), erection loads  IS:875-1964 and Stress concentration effect due to point loads and the like .

Combination of loads : The combination of loads shall be taken as given by IS:875-1964 and the dead load counteracting other loads and forces in a Structural member or joint , special care shall be exercised by the design engineer to ensure adequate safety for possible stress reversals.Design load is the load tobe taken for use in the appropriate method of design ,it is the characteristics load in case of working stress method and characteristic load with appropriate partial safety factors for limit state design .

REPRESENTION FOR SENIORITY AND THE ADVERSE ENTRIES ,AND THE CONFIRMATION PLACED BEFORE THE DPC FOR DUE BENEFITS UNDER LAW CODE MANUAL PREFIXED BY THE DOPT .

Procedure for processing the cases of officers in case the adverse entries in the confidential report are expunged or toned down , When ever cases of the eligible officers for confirmation are placed before a DPC the fact whether any represention from such officer against adverse entries in his confidential record is pending a decision of the competent authority, should be specifically brought to the notice of the DPC who may defer the decision on the case if it considers it necessary to do so till a decision has been taken on the represention. This procedure should also be followed where the officer has not submitted any such represention but the time allowed for the purpose is not over . Representations received after the time need not allowed need not be brought to the notice of the DPC , unless the competent authority has entertained them after condoning the delay .If the officer concerned is recommended for confirmation on the basis of the findings of the DPC on review, he should be confirmed whenever the first vacancy becomes available but the seniority already alloted to him on the basis of the review should not be disturbed by the delay in his confirmation.In other words , he will be deemed to be senior to his junior who may have been confirmed in the meantime .

PROVISON OF FUNDAMENTAL RULE-25 RELATED TO CROSSING OF EFFICIENCY BAR SHOULD BE REVIEWED ANNUALLY.

PROCEDURE FOR CONSIDERATION OF CASES :-- (a) Where disciplinary proceedings are pending:-- A Government servant against whom departmental proceedings are pending but who is due to cross the efficiency bar prescribed in his time -scale of pay , may not be allowed to cross the bar untill after the conclusion of the proceedings. A question was raised as to the date of from which a government servant whose case for crossing the efficiency bar has not been considered on account of the pendency of a disciplinary/ vigilance case against him , should be considered for being allowed to cross the efficiency bar, after the enquiry is over .It has been decided in consultation with the Ministry of Home affairs, that if after the conclusion of the proceedings the government servant is completely exonerated, he may be allowed to cross the efficiency bar with effect from the due date retrospectively, unless the competent authority decides otherwise .If however , the government servant is not completely exonerated, his case for crossing the efficiency bar can not be considered with retrospectively effect from the due date .Such cases can be considered only with effect from a date following the conclusion of the disciplinary/vigilance case , taking into account the outcome of the disciplinary/vigilance case (b) WHEN CONDUCT IS UNDER INVESTIGATION :-- Same procedure as at (a) above may be followed after the conclusion of the investigation and where the competent authority on consideration of the results of the investigation, has formed the opinion that a charge sheet may be issued to the government servant concerned on specific imputations where departmental action is contemplated or that sanction for prosecution may be accorded where prosecution is proposed.Otherwise , the normal procedure should be followed.

EFFECTIVE LENGTH OF THE COMPRESSION MEMBERS WITH RESPECT TO THE DEGREE OF END RESTRAINT AND THEIR THEORITICAL AND RECOMMENDED VALUE OF THE EFFECTIVE LENGTH (COLUMNS) .

EFFECTIVE LENGTH OF THE COLUMNS:-- In the case of non availability of more exact analysis, the effective length of columns in framed structure it may be obtained from the ratio of effective length to unsupported length L ef /L when the relative displacement of the ends of the columns is prevented and in the case when relative displacement of the ends of the column is prevented it is recommended that the effective length ratio L ef /L may not be taken to less than 1.2 . The effective length ratios for a column in a frame with no sway and in the case of without restraint against away the said usage of the assumption are based on the end conditions and reproduced from the Structural Engineering Volume 52 -1974 with the permission of the council of the institution of Structural Engineers ,U.K .The effective length of the compression members has been recommended 0.65 L as mentioned theorititical value of the length 0.5 L and in the case of effectively held in position at both ends , restraint against rotation at one end recommendations are made 0.80 L instead of 0.7L .In case of effectively held in position and restrained against the rotation at one end, and at the other restrained against rotation but not held in position the recommendations are 1.20 L instead of L where in the L is the unsupported length of compression member and in other cases the recommendation of the theoritical value of the effective length and the recommendations made for the compression members will be the same.

STATE GOVERNMENTS ARE RESPONSIBLE TO FOLLOW THE OLD PENSION SCHEME AND ISSUE NECESSARY NOTIFICATION OF THE NEW PENSION SYSTEM APPLICABLE ONWARDS 2003 IN TO THE PROCEDURE LAID DOWN BY THE GOVERNMENT OF INDIA (DEPARTMENT OF THE PERSONNEL) RESPOSIBLE TO APPROVE THE SYSTEM FOR SERVICE UNDER LAW CODE MANUAL.

The old pension scheme demanded by the state government employees and withheld/stopped by the government onwards 2003 and promising the new pension system for the welfare of employees has no standard schematic programme and plan for the required reasonable distribution assessment and increase for the future course of action and disbursement,list by way and virtue of which the principal secretary of the government of Punjab department of finance has issued a notification to pursue the case file of new pension system into the old pension scheme in due course of time on 18-11-2022 with procedure laid down under law code manual prefixed by the appropriate government and authority in this behalf however yet there is no proper notification of the required documents and provision made by the cabinet of the state government of Punjab for which the Employees of the Himachal Pradesh government too struggling on the captioned subject matter deliberation required to be verified under law code manual prefixed by the government of India in this behalf and all related files are lying pending with the government of India and the state governments since long and appropriate government is not in position to decide the issue of old pension scheme and the new pension system applicable onwards 2003 to the proposal made by the state governments and now it is too necessary to protect the fundamental rights of the Employees of the government and take necessary advise of the Department of Personnel government of India and the finance regulation system maintained by the Procedure and compliance under provision made and created for the welfare of society and circle demanding free and fair justice from the system of governance since 2003 however facing problems due to unusual practice of delay in deciding the cases of old pension scheme converted into the new pension system onwards 2003 for which the government of India and the state governments must decide pending files of the withheld/stopped pensionary benefits of the Employees at an earliest possible to streamline the process as well as provision created for the new pension system and required to be verified after 2003 of the claims and the provison of the systematic review and re-examine of the pending cases lying pending with the government since the long.

WALLS , LOAD CARRYING CAPACITY AND MINIMUM REINFORCEMENT REQUIREMENTS DETERMINED BY THE CODES AND INDIAN STANDARDS (IS :1905 -1969) .

WALLS :-- (GENERAL DESCRIPTION) Where reinfoced concrete walls are intended to carry vertical loads , they should be designed generally in accordance with the recommendations given for the columns . The provisions with regards to transverse reinforcement to restrain the vertical bars against buckling need not to applied to walls in which the vertical bars are not assumed to assist in resisting compression.The minimum reinfocement shall be provided as per the provison made by the code for design requirements and the minimum thickness of the wall should not be less than 100 mm .LOAD CARRYING CAPACITY :-- The load carrying capacity of the walls shall be calculated as for the columns however the strength of the wall may be increased by the values give below:-- In case of the ratio of storey height to length of the wall 1.5 or more there is no need to increase the strength as designed for however it is required ten percent increase in the strength of ratio of storey height to length of wall is same and if it is less than 0.5 percent percentage increase in strength is required more than twenty percent. SLENDERNESS EFFECTS :-- When the effective height of the wall exceeds 12 times the wall thickness , the slenderness effects shall be considered as in the columns where the wall is stiffened by the cross walls , the slenderness ratio may be determined as per the schedule made in IS :1905-1969  NOTE :-- The length of the wall is the overall length or, where openings occur the length between the adjecent openings may be considered.As for as the reinforcement of walls shall be provided the minimum ratio of vertical reinforcement to gross concrete area it shall be 0.0012 for deformed bars not greater than 16 mm in diameter and 0.0015 for other type of the bars however it should be 0.0012 for welded wire fabric not larger than 16 mm in diameter.(b) Vertical reinfocement shall be spaced not farther apart than three times the wall thickness or 450 mm (c) The minimum ratio of horizontal reinfocement to gross concrete area shall be 0.0920 for deformed bars not greater than 16 mm in diameter and 0.0025 for other type of bars , and 0.0920 for welded wire fabric not greater than 16 mm in diameter.(d) Horizontal reinfocement shall be spaced not farther apart than three times the wall thickness or 450 mm .NOTE :-- The minimum reinfocement may not always be sufficient to provide the adequate resistance to the effects of shrinkage and temperature.

RTI WELFARE ASSOCIATION REGISTERED NUMBER HPCD 3552 DEMANDING CREDIT BASED SYSTEM FOR SERVICE UNDER GOOD GOVERNANCE FROM THE NEWLY ELECTED GOVERNMENT OF THE STATE AND ASSURING FOR THE ELEVATION.

RTI welfare Association Registered number HPCD 3552 Bilaspur Himachal Pradesh has congretulated the decision of the Congress party to select it's Chief Ministerial candidate Shri Sukhvinder Singh from the Hamirpur parliamentary constituency and Shri Mukesh Agnihotri from the Una district of Himachal Pradesh as the Deputy one and further hoped that both the dignities selected by the Party Forum and MLAs elected for the house of members would bring honest and transparent government in this small hill state facing various problems due to geographical position and ulimited challenges before the people of state and the government required to streamline the clear political road map and the timelines for missing schedule of credit based system given by the Constitution of India to decide the future course of action plan assured by the President for the republic and dispensation intends to the Administrative reforms empowered by the Constitution of India to work on the captioned subject matter deliberation required to be maintained under law code manual and take cognizance of the common man voice and the vision instead of the top dressing democracy enforced by the government without taking into consideration the annual reports of the appropriate government and the State information commission responsible to protect the fundamental rights of the common man demanding free and fair justice from the system of governance and doing the needful as required under the provision made and created for the good governance and accountability under RTI act publications and too by the RTS act adjudication however people are facing problems due to unusual account of delay in deciding the cases and creating unnecessary hurdles to work on the captioned subject matter deliberation required to maintain the Administrative reforms processed under article 350 of the constitution of India by the various groups and organisations as well as RTI activists, volunteers and the resource persons working for the good governance and accountability in this behalf since 2005 .

POLITICAL PARTIES ARE CREATING DISPARITY WITH IN THEIR OWN REALISATION AND RELATIONSHIP FOR THE GOOD GOVERNANCE AND TRANSPARENCY , AND PEOPLE ARE NOT SATISFIED WITH THEIR OWN LEADERSHIP GOVERNING THE FUNDAMENTAL RIGHTS AND RULES .

Political parties are maintaining their personal relationship with each other in addition to the political relationship required to maintain the social cultural maintenance of the society and circle for which the various political parties are maintaining their relationship between each other on the basis of regional cultural heritage and friendship accord with in the local profile of living and working for the welfare of society and circle. Himachal Pradesh is a small hill state having four parliamentary constituencies and sixty eight assembly segments maintaining the dignity of cultural heritage and friendship between the each other.This time the results of the assembly polls have shown regional requirements of the political preference and leadership choice for the betterment of their area and circle as feeling disparity in equality and upliftment for development of the area and circle .It seems that there is no transpancy and accountability in the public accountability and charter of demand under public utilities for which the government is responsible to do the needful and bring transparency and accountability in the administration so that people may take benefit of the RTI act publications and too the RTS act adjudication failing which it is not possible to work with in the schedule of the true democracy set up maintained by the Constitution of India however failing to protect the fundamental rights of the common man demanding free and fair justice from the system of governance due to unusual practice of disparity in funding and recognition of the community people still facing problems due to unequal observation of the political streamlining required to be maintained by the political represention at every level of the society and circle.

OUT GOING GOVERNMENT OF THE STATE HAS PROMISED 33 PERCENT RESERVATION FOR WOMEN IN THE GOVERNMENT JOBS AND THE EDUCATIONAL INSTITUTIONS HOWEVER FAILED TO FULFILL THE PROMISE MADE EVEN DOUBLE ENGINE STARTER WORKING FOR THE UPLIFTMENT OF THE STREE SHAKTI PROSPEROUS PLANNING AND PLEDGING REQUIRED FOR THE EQUALITY OF THE WOMEN IN THIS BEHALF/REGARDS.

Different types of reservation for government appointments have been allowed by the government and now EWS reservation has been started by the government.Question before the Administrative authorities arises whether economic criterion could be a basis for quotas , traditionally meant to include socially and economically backward groups and whether it violates the basic structure of the constitution of India. Question too arises whether communities already getting reservation and the poor among them could be excluded from the ten percent quota issued for the economically weaker sections. Further more it is also necessary to protect the fundamental rights of the common man belonging to general categories of the communities and demanding free and fair justice from the system of governance however facing more and more problems due to unusual practice of increase in the reservations by way of the breach of the fifty percent ceiling through the ten percent quota definitely violating the basic structure of the constitution of India.Now the government of India has started the process of creating seats for EWS quota and approved the number of seats in the UGC list by way and virtue of which the number of states have also begun implementation of the EWS quota .On the other hand the outgoing government of the Himachal Pradesh has also assured 33 percent reservation for the women in government jobs and the educational institutions during their pledging for the prosperous future of the women in the state however the government could not repeat the process of power game in the state and said quota could not be implemented for the future of the Stree Shakti Sankalp yojna Under these conditions and circumstances of the programmes and schemes of the various political parties the order of the honourable supreme court of india is correct and justified that quota can't be used for ever and there is a need of the time to fix the time limit for this upliftment of the classes and communities demanding reservation for the welfare of society and circle.

THE FOLLOWING CLASSIFICATION ARE MADE FOR THE MANAGEMENT OF RECORD BY THE GOVERNMENT OF THE HIMACHAL PRADESH AND DEPARTMENT OF ADMINISTRATIVE REFORMS ORGANIZATION WORKING FOR THE GOOD GOVERNANCE AND TRANSPARENCY IN ADMININISTRATION.

Records constitutes an important part of any office and it is, therefore essential that they are retained and properly cared for.Records that have outlived their utility should be destroyed, as such the record management is very wide and includes interalia principles, practices and skill needed for achieving the most effective creation , use , maintenance, retention protection ,preservation and weeding/ elimination of record .The main purpose of the record management are (1) To speed up the location of and reference to record as a means of speeding up disposal of business .(2) To effect savings in cost of creating, locating, using, maintaining, retaining, preserving and eliminating record .(3) A scrupulous avoidance of creation of unnecessary record in all offices .It is the foremost duty of all offices and officers to see that only that record is created in the Department as is essential .(4) To retain only the necessary active and required record .(5) Audit of record creation which requires consistent vigilance on the part of officers to ensure that,reports ,returns , statements and registers etc prepared or maintained in various offices under their control are the minimum required for the efficient functioning of the department . RECORDING :-- (1) Recording is the process of closing of a file after action on all the issues under considerations thereon has been completed .(2) When the dealing hand is satisfied that no further action is required to be taken on a file, he will put it up to the section incharge for his approval to the file being recorded under one of the following classes :-- Class 1 :-- to be retained for one year .Class 2:-- to be retained for 3 years Class 3:-- to be retained for 8 years .Class 4:-- to be retained for 15 years Class 5:-- to be retained permanently.

FREEBIES PLEDGED BY THE POLITICAL PARTIES AND TRANSPARENCY AND ACCOUNTABILITY IN THE ADMINISTRATION

Congress is leading the election of Vidhan Sabha in Himachal Pradesh in neck to neck game plan of the menifesto highlighted before the Public of state which includes the OPS , and other beneficiary schemes given to the people of state as freebies list by way and virtue of which Congress is leading in the seats share however the winning schedule is found to be regional in the areas of the small hill state for which the ruling party could not satisfied their voters even reservation for the women in govt jobs , monthly scholarship for the top ranked girl students, enrolment of all women above 30 years of age from low income families under the Atal pension scheme, three free gas cylinders to the Annapurna yojna, rupees twenty five thousand to the pregnant women, Rupees five hundred crores funding without interest free loans to women for homestay yojna , Bycycle for the school going girls and scooters for the higher education of girls, Rupees 51000 financial support for the marriage of girls from BPL families. All above schemes had been declared for the welfare of women and girls however the common man as well as the women and girls of the higher education institutions could not understand the pledged prosperous plan of the BJP government remained in the power for last five years.Every political party must work for the good governance and accountability as per the schedule under law code manual prefixed by the Constitution of India in this behalf instead of such promises and benefits of the freebies,as such it is difficult to follow such programmes and schemes of the beneficiary schemes and people are not believing on the performance made by the government with such freebies, moreover the government is responsible to protect the fundamental rights of every citizen of country demanding free and fair justice from the system of governance for which every political party is responsible to do the needful and bring transparency and chater of public accountability in the administration which is maintained by the government as per the schedule under law code manual prefixed by the Constitution of India.

THE ADMINISTRATIVE REFORMS ORGANIZATION IS REQUIRED TO CONDUCT TEST INSPECTIONS AND CHECKS TO ENSURE THE CORRECT OBSERVANCE OF GOVERNMENT INSTRUCTIONS, RULES AND PROCEDURES.

INSPECTION BY ADMINISTRATIVE REFORMS ORGANIZATION:-- (1) Under the Rules of Allocation of Business, the Administrative reforms Organisation is required to conduct test inspections and checks to ensure the correct observance of the Government instructions, rules and procedures.The Organisation will, in particular directs it's attention to the following:-- (a) Due observance of all instructions issued for the conduct of work .(b) simplification and reduction of labour, improvement in methods of work etc .(c) Informations management including review of Reports and returns and efficacy of analysis of data .(d) Economy and rationalisation,and (e) Delegation and Decentralisation of powers and authority .(2) The Organisation will prepare a yearly programme of inspections and inform the Heads of Departments and the Heads of offices concerned at least one month before the date of inspection of the intended visit .(3) The defects noticed during the course of inspections will be pointed out to the Heads of Departments/Offices for the remedial action.This should be checked on the next visit .(4) All suggestions for improvement suggested by the Organisation will be implemented with the consent of the respective Heads of the Departments.In case of the difference of opinion, orders of the respective Chief Secretary of the government will be obtained in the matter before asking the Heads of Departments to implement the recommendations.

DUTIES AND RESPONSIBILITIES OF THE VIGILANCE DEPARTMENT/OFFICERS AND TIME TO TIME REVIEW AND REVISION OF THE CASES , AND EXPLANATION MADE BY THE CCS (CONDUCT) RULES AGAINST THE DEFAULTERS.

RTI welfare Association and various other groups and organisations working on the captioned subject matter deliberation required to be noticed by the study of protocol mentioned in the CCS (Conduct ) Rules and processed against the defaulters under article 350 of the constitution of India by the Resource persons,RTI activists and Volunteers must have appropriate vision and correction under law code manual prefixed by the government and department of the Administrative reforms however such cases are lying pending with the vigilance department and the Head of Departments even though the vigilance department and officers are responsible to follow preventive action by way of ensuring that all Complaints relating to corruption are looked into promptly by an appropriate agency and too ensuring compliance with the code of conduct for these officers and also ensuring compliance with the other directives issued time to time by the government of India and the state governments under rule 3(2) of the CCS (Conduct) Rules required to take all possible steps to ensure the integrity and devotion to duty,in exercise of powers conferred on him. As such departmental proceedings and Reports and returns are required to be verified well in time under the provision made and created for the good governance and accountability in administration for which the officers of the vigilance department and the supervisory duty and responsibility must have appropriate vision and investigation, trial and the required enquiry lying pending for due Report before the competent higher authority is a serious lapse and irregularity at the level of vigilance department for which necessary action must be taken well in time in the interest of justice and transparency in administration and the department of Administrative reforms must take such cases with the appropriate government to act and advice to the HOD and the competent higher authority accordingly failing which it is difficult to bring transparency and accountability in the administration as corruption is continuously increasing day by day due to unusual practice of delay in deciding the cases pending finalisation over 3 months since very very long.

NON -COMPLIANCE OF CASES PENDING FINALISATION OVER 3 MONTHS MUST BE TAKEN IMMEDIATELY UNDER LAW CODE MANUAL PREFIXED BY THE CONSTITUTION OF INDIA ,TO DECIDE COMPLAINTS RELATED TO THE REPRESENTIONS PREFERRED UNDER ARTICLE 350 OF THE CONSTITUTION OF INDIA BY APPLICANTS ,IN THE INTEREST OF ADMINISTRATIVE REFORMS AND TRANSPARENCY IN ADMININISTRATION.

RTI act publications and the RTS act adjudication empowered by the government of India and the state governments working on the captioned subject matter deliberation required to be verified under law code manual prefixed by the Constitution of India has been treated and considered at par with the general public correspondence made by the people of country and states to bring transparency and accountability in the administration for which the government is responsible to follow section 18 to 20 of the RTI act publications and decide cases accordingly however cases are delayed more and more at every level of the public authorities and charter of public accountability stand ignored which is highly objectionable matter of fact and concern to be noticed by the department of Administrative reforms working for the welfare of people of Society and circle and taking cognizance of the Complaints and representations preferred under article 350 of the constitution of India.As such the cases and represention routed through the RTI act publications and too the RTS act adjudication must be brought to the notice of the department of Administrative reforms so that necessary action may be taken by the competent higher authority working for the good governance and accountability in this behalf failing which it is difficult to find good results and improvement required for the awareness drive and Promotion of the RTI and RTS act adjudication particularly issued by the government to protect the fundamental rights of the people of country demanding free and fair justice from the system of governance however such delay in deciding the cases could not be made justified under the provision made and created for the removal of pendency in deciding cases pending finalisation over 3 months in the departments and required to be verified by the department of Administrative reforms to follow observation and compliance with the provision made and created for the good governance and charter of public accountability required to be maintained by each and every department of the GOI and the state governments and the delay if any must be brought to the notice of the department of Administrative reforms for appropriate vision and correction to protect the fundamental rights of the general public preferring specific strategic deliberations and process given by the government to follow the RTI and RTS act adjudication and take benefits of the charter of public accountability however non compliance at the level of Public authorities must have appropriate vision and discussion to remove pendency by way of quick settlement of the cases under RTI and RTS preferred by the common man demanding free and fair justice from the system of governance.

https://twitter.com/vdpandey1942/status/1599638101458288642?t=ASKYD5Adw2tmV7-ckpQoJA&s=08

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NTPC TOO RESPOSIBLE TO FOLLOW PATTERN STANDARD OF BBMB AND ISSUE NECESSARY FUNDINGS REQUIRED FOR THE PLANTATION AND CHECK DAMS NECESSITATED BY THE CATCHMENT AREA OF KOL DAM PROJECT EXISTING IN BILASPUR HIMACHAL PRADESH.

It was an occasion while visited the Kol dam site of power generation and transformation on 3-12-2022 for which the RTI activists Association Registered number HPCD 3552 take permission of the administration of the NTPC responsible for the welfare of society and circle and doing the needful under law code manual prefixed by the Government of India and the state government of Himachal Pradesh too responsible to watch and protect the safety measures of the people of sorroundings living around the lake existing in village Harnoda and the Bout Kasol and facing the problems due to land sliding and danger of the erosion by way of catchment area tributes joining the main stream water in Lake of the Kol dam project maintained by the NTPC .It has been observed during the course of visit to place covered by the water existing in the lake that the government and the NTPC authorities are responsible to follow the decision of the Bhakhra Dam project maintained by the BBMB and issue necessary fundings required for the plantation of the dry hills along the lake and too construct the check dams in tributaries existing in the periphery of the catchment area covered by the Kol dam rehabilitation center for the water inspection and verification of data reports maintained by the study of protocol mentioned in the check list of the department for welfare of society and circle and doing the needful under law code manual prefixed by the government and the constitution of India in this behalf for which the RTI welfare Association Registered number HPCD 3552 is working to verify the facts and figures at the site of work and too processed by the NTPC in the interest of justice to the people of area and circle living around the lake of the Kol dam project maintained by the government of India and too by the state government of Himachal Pradesh list by way and virtue of which it is necessary to follow the instructions and guidelines of the BBMB and take cognizance of the work of plantation and check dams required for the strengthning of the hill terrains and protection of silt factor variation adversing affect against the interst of local people and the power generation maintained by the NTPC by way of maintaining the water level /head existing in the lake of the Kol dam project maintained by the NTPC with inspection through their professional services and idealogy prefixed by the study of protocol mentioned in the technological solutions and services for the good tolerance and value of factor of safety against the danger of consideration and reports based on the captioned subject matter deliberation required to be exercised and used by the BBMB in case of the similar issues and matter deliberation required to be maintained by the NTPC in the similar circumstances of the explanation and verification of site at the project reports processed under RTI act publications before the competent higher authority,since long however issue and matter still pending for facts finding report is a matter of sore grave concern even though the BBMB providing necessary fundings required for the plantation and check dams is proof and evidence on the record of the state government of Himachal Pradesh and too the GOI .

JUDICIARY MAY BE HELD RESPOSIBLE TO ACT AND ADVISE INDEPENDENTLY INSTEAD OF TO GO WITH THE INVESTIGATING AGENCIES ENTIRELY, AS PER THE SPEECH GIVEN BY THE HONOURABLE (CJI) .

Transpancy and accountability under law code manual prefixed by the government and the Constitution of India must be brought on the records of the Parliamentary Democracy working for the good governance however there is no such verification of Record at the level of the Vidhan Sabha and the parliament even it has been suggested by the law code manual prefixed by the act ibid in this behalf. On the other hands judiciary is commenting on the political appointments of the judges required for the work and conduct of the superior courts and commenting against the appointment of the political basis .The comments given by the honourable chief justice of India during the speech delivered recently that the judicial officers at the lower level of the work and conduct are afraiding and preferring to go with the NIA and ED and the other investigating agencies instead of to give decision .The judiciary have its own look and vision and should not afraid to work on the captioned subject matter deliberation required to be verified under law code manual at the level of the courts independently .The working of the judiciary should be based on the record and the evidences collected as per the schedule under judicial reforms instead of the vision and confirmations made by the various other agencies working on the political and administrative grounds at lower level of the society and circle demanding free and fair justice from the system of governance for which the government has also empoered all citizens of country to take cognizance and notice of the working of the public authorities for which the judiciary is also responsible to maintain transpancy and accountability in the judicial reforms failing which it is difficult to protect the true democracy in the country for which the judiciary is too resposible to act and advise independently.

POLICE STATIONS IN HIMACHAL PRADESH MAY SWITCH TO e-FILLING FIRs, CHARGE SHEETS ,AS PER THE MISSION CCTNS INITIATED BY THE GOI .

The decision of the respective Chief Secretary of the state government of Himachal Pradesh has been welcomed by the RTI welfare Association Registered number HPCD 3552 Himachal Pradesh in which it has been decided to follow e-system into recording FIRs and the preparation of charge sheets required for the implementation of the CCTNS in all police stations across the state .The meeting was also attended by the DGP of police Shri Sanjay Kundu in addition to the Principal Secretary Home and the other senior police officers .The police stations , and the office of the DSPs and SPs in 246 places including the higher offices are operating system of the CCTNS  .The CCTNS is a centre funded mission mode project initiated by the union Home ministry under the national e-governance plan and is aiming to create a comprehensive and integrated e-system to enhance the efficiency and effectiveness of policing specially at the level of police stations .

APPEALS AND REPRESENTION UNDER LAW CODE MANUAL PREFIXED BY THE CONSTITUTION OF INDIA UNDER ARTICLE 350 OF CONSTITUTION OF INDIA AND FUNCTION OF RTI ACT ADJUDICATION.

Maximum representation/Appeals/ Complaints have been made by the various Members of the RTI welfare Association Registered number HPCD 3552 against the Public authorities requesting the government officials/officers to follow section 18 to 20 of the RTI act publications and too follow the instructions laid under article 350 of the constitution of India and take cognizance of the criminal justice system maintained by the department concerned and call on the vigilance department with the provision made under law code manual prefixed by the constitution of India in this behalf for which the Heads of the Departments are responsible to follow law code manual and take further action in such cases where FIRs are required to be processed by the department and necessary disciplinary action to be initiated against the defaulters but no such action is being taken by the Heads of Departments and cases are lying pending since long for which number of Complaints registered by the Chamba zone, Nahan zone and the Mandi zone but no action taken by the HODs which is highly objectionable matter of fact and concern to be verified by the government and the department at government levels.

STRUCTURES CAN BE EASILY MOULDED TO REQUIRED SHAPE AND SIZE BY WAY OF THE RCC CONSTRUCTION

ADVANTAGES OF THE RCC CONSTRUCTION:-- The following are the advantages of the RCC construction .(1) Concrete can be easily moulded to any desired shape and size.(2) The materials for the RCC are easily available.(3) It is easy to make (4) It is durable (5) By Proper proportioning of mix , concrete can be made water tight.(6) It's monolithic character gives it more rigidity (7) It is fire resisting (8) It's maintenance cost is practically nil .STEEL AS REINFORCEMENT :-- Steel is used as Reinforcement to take up tensile stresses in RCC structures because of the following reasons.(1) It's tensile strength is high (2) It can develop good bond with concrete.(3) It's coefficient of expansion is nearly same as that for the concrete.(4) It is easily available. The steel bars used for reinforcing Concrete are generally of plain round mild steel with diameters between 5mm to 50 mm. It is only in very heavy structures that bars of diameter larger than 40 mm are used .There is a growing practice to use high yield point steel bars which are usually mild steel bars that have been cold drawn to increase their strength, but the difficulty of placing and bending these bars may outweigh the initial saving in the weight of steel required .Mesh fabric is used frequently as reinforcement in concrete, roads ,walls and floor slabs .It can also be used in the column footing. It is used in place of the bar Reinforcement only when there are definite advantages in cost and placing.All Reinforcement in RCC construction shall be clean and free from loose mill scales,dust loose rust and coats of paints , oil or other coatings which may destroy or reduce bond .

GOVERNMENT IS RESPONSIBLE TO FOLLOW PAY PARITY AND DECIDE ISSUE AND MATTER OF OLD PENSION SCHEME AND THE NEW PENSION SCHEME , PENDING BEFORE THE FINANCE DEPARTMENT (GOI) SINCE LONG.

The government of India and the state governments are trying to release different type of pension schemes for the welfare of society and community people residing in the country however our country is a developing country and it is necessary to develop the work culture first than to release such benefits in favor of the needful ones .The issue of old pension scheme and new pension scheme has become problem for the government to decide the issue and matter in semblance to the standing orders of the DOPT and the finance for which people are demanding their genuine claims and rights since the long however it is still pending for finalisation over this much cross and pass.Such delay and dereliction of duty at the level of government is not desired at all and the government must do the needful under law code manual prefixed by the parliamentary standing committee in this behalf.Political parties are too responsible to protect the fundamental rights of citizens of country and assure the timeline for decision on the captioned subject matter deliberation required to be maintained by the government to observe the systematic review and re-examine of cases related to the old pension scheme and now demanding the new pension scheme on the basis of price rise and inflation increasing day by day and there is no remedial measures to control the bad effects of this evil creating problems for the common man demanding pay parity and the pension schemes, as per the old standard of the government however government is taking no cognizance of the genuine complaints of the people of country demanding free and fair justice from the system of governance and timely action by the Government of India and the Department of the finance where these decisions are lying pending since the long and state governments are approaching the GOI to have genuine decision and charter of public accountability under law code manual prefixed by the Constitution of India in this behalf.

RETAINING WALL WITH BACK ANCHORING.

Retaining wall with back anchoring,when the earth to be retained is of considerable height, anchor rods are provided at the back of the wall approximately at 1/3 Rd the height of the retaining wall to reduce the BM and SF in the vertical slab where by sections are much reduced.The anchor rods are embedded in the concrete block of sufficient area and situated beyond the plane of rupture so that the frictional force on the concrete block exceeds the tension in the rod .The area of rod is obtained by dividing tensile force in rod T by allowable stress which may be taken as 140 N /mm square.The tension in the rod is found by assuming the BM at the foot of the stem as zero .The rod is connected to the stem through vertical beams or horizontal beam.A vertical beam is designed as Cantilever. Above the rod it is subjected to earth pressure taken by the stem between two beams and below the rod it is subjected to earth pressure taken by the stem between two beams and below the rod it is subjected to earth pressure taken by stem between the beams and the tensile force in tie rod .Incase of connection of rod to horizontal beams the stem is designed to act as Cantilever subjected to earth pressure above the horizontal beam.The portion below the horizontal beam is designed as Cantilever subjected to earth pressure and the force in the rod .The horizontal beam is designed as a continuous beam supported by the tie rods.The base is subjected to load of earth on the heal self load of the stem and base and any difference horizontal earth pressure and the tension in the tie rod .

GENERAL NOTES ON THE DESIGN OF THE FOUNDATION (ISI)

The design of RCC footings and foundation is based on the assumption that the foundation is rigid so that the variation of pressure under the foundation will be linear .The distribution or pressure will be uniform if the centroid of the Footing coincides with the resultant of the applied loads .This conventional method holds good only in case of rigid foundation.Such an assumption becomes less and less accurate as the Footing become relatively more flexible.The requirements in design of foundation are (1) The pressure on the soil should not exceed the bearing capacity of the soil .(2) The settlement of the structure should be with in the permissible limits .Further there should be no differential settlement.Whenever the possibility of the differential settlement occures, the different portions of the structure should be made such as to settle independently of each other and where the bearing capacity of soil is low, RCC continues footings are provided and the footings shall be designed to sustain the applied loads, moments and forces and the induced reactions and to ensure that any settlement which may occur shall be as nearly uniform as possible and the safe bearing capacity of soil is not exceeded .In case of the sloped and stepped footings the effective cross section in compression shall be limited by the area above the nuetral plane and the angle of slope and the depth and location of steps shall be such that the design requirements are satisfied at every section sloped and stepped footings that are designed at a unit shall be constructed to assure action as a unit .

GOVERNMENT HAS REMOVED ADMINISTRATIVE TRIBUNAL AND NOW IT HAS BECOME ESSENTIAL TO FOLLOW ARTICLE 350 OF CONSTITUTION AND REMOVE COMPLAINTS RELATED TO THE CCS(CONDUCT) RULES ENQUIRED AND VERIFIED BY THE ADMINISTRATIVE REFORMS ORGANIZATION WORKING FOR THE GOOD GOVERNANCE AND TRANSPARENCY IN ADMININISTRATION.

The government has scraped the Administrative tribunal in state of HP and given empowerment to the citizens of state to follow the RTI act publications and too the RTS act adjudication to get benefits of the Administrative reforms required under law code manual prefixed by the constitution of India to listen the grievances of the general public demanding free and fair justice from the system of governance however many Complaints and representations are lying pending with the various HOD and the Administrative reforms department working for the good governance and accountability but no action is being taken by the appropriate government and issues and matter kept pending even CCS(Conduct ) Rule 3(2) is very clear on the captioned subject matter deliberation required to be verified by the government under article 350 of the constitution and do the needful under law code manual prefixed by the Constitution of India in this behalf.As such HOD must furnish the reports to the department of vigilance and the other concerned in case of criminal offence and in cases of the Administrative reforms the matter must be brought to the notice of the department of Administrative reforms and the Department concerned resposible to deal with the problem raised by the applicants and the RTI activists facing problems due to unusual account of delay and dereliction of duty at the level of public authority .Cases related to the government employees should be dealt with the provision made and created for the welfare under RTS instead of unnecessary hurdles to keep the Complaints pending even provision made under article 350 of the constitution of India.

HOD AND THE DEPARTMENT OF ADMINISTRATIVE REFORMS ORGANIZATION WORKING FOR THE GOOD GOVERNANCE AND TRANSPARENCY IN ADMININISTRATION RESPOSIBLE TO FOLLOW COMPLAINTS RELATED TO THE RTI AND RTS AND FOLLOW SPEAKING ORDERS FOR THE DISCIPLINARY ACTION AGAINST THE DEFAULTERS.

CCS (Conduct) Rule 3(2) provides that every government servant holding a supervisory post is required to take all possible steps to ensure the integrity and devotion to duty of all government servants under the control and authority.The rule also requires that no government servant shall inthe performance of his official duties or in the exercise of powers conferred on him ,act , otherwise than in his best judgement except when he is acting under the directions of his official superior and further that a government servant receiving the oral directions from his official superior shall seek confirmation of the same in writting as early as possible.At the same time,a government servant will not evade his responsibilities by seeking instructions from , or approval of,a superior Officer or authority when such instructions are not necessary under the scheme of distribution of powers and responsibilities.The rule 13 of the CCS(Conduct) Rule places restrictions on acceptance of gifts by the government servant himself and on his permitting any member of his family to accept the gifts and the rule 20 forbids a government servant from bringing and attempting to bring any political or other outside influence to bear upon any superior authority to further his interests in respect of the matters pertaining to his services under the government. As such delay and dereliction of duty is required to be assessed under law code manual prefixed by the government under CCS (Conduct) Rules and necessary disciplinary proceedings may be initiated against the defaulters at the level of the department of Administrative reforms and the appropriate government as Complaints furnished under article 350 of the constitution before the government is proof and evidence on the record however no action asked for the non compliance and dereliction of duty at the level of government pending finalisation over 3 months as due in the cases must have vision and scrutiny by the government and the department of Administrative reforms failing which it is difficult to get benefits of the RTI and RTS act adjudication and for which the government is responsible to do the needful and bring transparency and accountability in the administration.

FUNDAMENTAL ON DESIGN OF SHEAR REINFORCEMENT.

Shear in a beam is caused by the variation of bending moment along the span .A beam when loaded have different stresses at adjacent sections in the same fibres because of the different bending moments.The variation of the stress intensity on each face of the portion,because unequal stresses in the same fibre ,there is tendency in each fibre to slide over adjacent fibre, which is prevented by the horizontal shear stress and these horizontal shear stresses five rise to vertical stresses .The variation is parabolic with maximum ordinate at N.A .,one and half time the value of average shear stress .As the concrete is very weak in tension when unreinforced , and cracks develop when tensile limit of concrete is exceeded .In order to avoid failure, it is necessary to reinforce the section . The purpose of providing the reinfocement is not to prevent cracking as that is not possible, but to prevent widening of the cracks and thus to avoid failure .To avoid failure of the beam against diagonal tension it is reinfoced with requisite amount of steel .The reinforcement of diagonal tension is provided in two forms ,vertical stirrups looped about the main reinforcement and bent up bars inclined at an angle across the region of diagonal tension .In the design of diagonal tension reinforcement assumption is made that diagonal tension is inclined at 45 degree and is equal to shear at the section .The use of inclined bars as shear reinfocement to form stirrup system at pitch is not always practicable, it is used in case of the large beams , bridge girders having considerable amount of tension reinforcement that sufficient bars can be bent up those enough to form a stirrup system . Generally a few bars are bent up near the support .The bars are generally bent up in pairs .The action of one pair of bars bent up to prevent cracking,the vertical component of the force in the bar resists the shear force.

IT IS PRIMARY DUTY OF THE GOVERNMENT TO BRING TRANSPANCY AND ACCOUNTABILITY IN THE ADMINISTRATION FOR WHICH THE RULING AND OPPOSITION BOTH ARE RESPONSIBLE TO ACCEPT THE PARLIAMENTARY DEMOCRACY AND DECISION.

On the one hand the digital personal data protection bill is going to be implemented and on the other hand degradation of the RTI act publications continued at the level of the public authorities which is highly objectionable matter of fact and concern to be noticed by the government and the department of Administrative reforms responsible to report matter before the appropriate government .The PMO and the CMOs must be held responsible to follow RTI act publications and too the RTS act adjudication failing which it is difficult to bring transparency and accountability in the administration as such the government is depending on the decisions and performances made by the PMO and the CMO for which the honourable Prime Minister of India must be apprised to take cognizance of the article 350 of the constitution of India and do the needful under law code manual failing which people of country may not be in position to get free and fair justice from the system of governance for which democracy of the country is working and doing the compliance under law code manual prefixed by the constitution to give justice to the common man as facing problems due to unusual practice of delay in deciding the cases and corruption in the day to day working of the society and circle.Both the ruling party and the opposite front are responsible to follow good governance and accountability however political parties are too reluctant to follow the RTI and RTS act adjudication and taking no cognizance of the instructions time to time issued by the department of Personnel and training working for the welfare of people of country and initiating issue and matter on the advise of the parliamentary democracy for which the Opposition must try their best to nail the functional programming of the government and do the needful and the CMO must manage the investigatory issues and matter vociferously,in the interest of justice and fair play demanded by the RTI groups and organisations in this behalf and required for the true democracy and good governance in the administration.

REINFORCEMENT REQUIREMENTS FOR DOUBLY REINFOCED BEAMS.

A doubly reinfocement concrete beam is reinforced in both compression and tension regions .The section of the beam may be rectangle,Tor L section .The necessity of using steel in the compression region arises due to two main reasons (1) When depth of beam is restricted ,the strength available from a singly reinforced beam is inadequate.(2) At a support of a continues beam where the bending moment changes the sign ,Such situation may also arise in the design of a beam circular in the plan .TYPES OF THE PROBLEMS :-- There are two types of problems in doubly reinfoced beams just as in the singly reinforced beams (1) Analysis of the section and (2) Design of the section .The analysis of the doubly reinfoced section involves the determination of the amount of resistance knowing breadth ,depth ,area of tension and compression steels and their covers .The analysis is similar to that for the singly reinforced beam except that the compressive force consists of two parts , in steel and in concrete .The stress in compression steel at the collapse limit state may be the yield stress or some what less depending upon the position of the nuetral axis.The stress in compression steel must be compitable  with the strain in the compression steel. When a section or a given dimension is required to carry a given factored bending moment in excess of what it can carry as singly reinforced section ,compression reinforcement becomes necessary.Certain additional tension reinforcement will also be required .However the total tension reinforcement can not exceed the maximum permissible tension reinforcement. The design of a doubly reinforced section involves the determination of cross sectional dimensions and area of tension and compression reinforcements.The first step is to determine whether compression steel is required .This may be done by comparing the factored bending moment with the limiting moment of resistance of a singly reinforced beam.The amount of compression steel may be obtained by writting the equations of the equilibrium.MINIMUM AND MAXIMUM REINFORCEMENT :-- The minimum and maximum amounts of tension reinforcement in a doubly reinforced beam are the same as those in a singly reinforced beam. The minimum compression reinforcement can,of course be zero ,in that case ,it will be a singly reinforced beam .The maximum compression reinforcement can not exceed 4 percent of the gross cross -sectional area of the beam .It is too required to generate the design charts and design tables for the doubly reinforced beams as per the design &scope of the ratio and percentage for different equations of the concrete mix , type of steel and mix of grade .

THICKNESS AT THE EDGE OF FOOTING IN REINFORCED AND PLAIN CONCRETE FOOTINGS THICKNESS AT THE EDGE SHALL NOT BE LESS THAN 15 CM FOR FOOTINGS ON THE SOIL NOR LESS THAN 30 CM ABOVE THE TOPS OF PILES FOR FOOTINGS ON THE PILES.

RCC FOOTINGS AND FOUNDATIONS :- RCC footings are provided to transmit the load of the structure supported by columns or walls to the soil.The design is based on assumption that the foundation is rigid so that the variation of pressure under the foundation will be linear .The distribution of pressure will be uniform if the centroid of the footing coincides with the resultant of the applied loads.This conventional method holds good only in case of rigid foundation.Such an assumption becomes less and less accurate as the footing becomes relatively more flexible.The requirements in design of foundations are as under (1) The pressure on the soil does not exceed the bearing capacity of the soil .(2) The settlement of the structure should be with in the permissible limits.Further there should be no differential settlement.Whenever possibility of differential settlement occurs ,the different portions of the structure should be made such as to settle independently of each other. In the case of footings on the piles, computation for moments and shears may be based on the assumption that the reaction from any pile is concentrated at the centre of the pile and for the purpose of computing stresses forces which support a round or octagonal concrete Column or pedestal , the face of the column or pedestal shall be taken as the side of a square inscribed with in the perimeter of the round or octagonal column or pedestal .The bending moment at any section shall be determined by passing through the section a vertical plane which extends completely across the footing, and computing the moment of the forces acting over the entire area of the footing on one side of the said plane 

.The greatest BM to be used in the design of an isolated Concrete footing which support a column, pedestal or a wall ,shall be moment computed in the manner prescribed as follows (1) The face of the column,pedestal or wall for footings Supporting a concrete column,pedestal or wall.(2) Half way between the center line and the edge of the wall for footings under masonry walls .(3) Half way between the face of the column or pedestal and the edge of the gussetted base ,for footings under gussetted base.

DETAILING OF STRUCTURAL PREPARATION NEEDS DRAWINGS REQUIRED FOR THE CORRECT ARRANGEMENTS OF BAR BENDING SCHEDULE, DESIGNED FOR THE EXACT POSITION, SHAPE SIZE AND SPACING OF THE REINFORCED MEMBERS AND THE CONCRETE COVER.

Detailing of Structure consists of preparation of drawings which give the reinforcement details for the correct arrangement of reinforcement in the Structures and the bar bending schedules for the correct fabrication of the various reinforcing bars .A drawing should show the overall size of Concrete members , including the sizes of any chamfers and fillets, it should also show the exact position,shape ,size and spacing of the reinfocement with in the concrete members and the concrete cover to be provided to the reinforcement. The position of holes for pipes and position and details of the construction joints should be shown on the drawing. The details of structures for all the RCC members designed with reinfocement are covered in the detailing of the RCC structures . HAUNCHED BEAMS:-- In case of the heavy structures like warehouses etc the shear stresses and the negative bending moment at support may be high and in such cases it may be economical to provide the beams with launches .It is necessary to show typical main tensile reinforcement in HAUNCHED in internal and the external columns   .Haunches bars are placed parallel to launch .The stirrups in launches can be provided vertically or normal to the launch .Two sets of stirrups are required in launches , one for the main reinforcement and other for the haunch reinfocement.CHANNEL CONNECTOR:-- This is a straight forward device and it's short length of rolled channel with one flange welded to the steel beam while the upper flange ties the slab to the beam .Channel connectors are commonly used for the bridging and are generally installed in shop Welded channels are used where girder or beam is fabricated .Channels are seldom used on rolled sections or where field installation or connectors are required .Stud shear connectors are commonly used throughout the world and is a required short round piece of cold drawn steel which is welded to the beam at one end having an upset head at the other .The stud resist the horizontal shear by bending and the anchoring affect of the head prevents the slab from lifting away from the beam . In case of the steel section stresses will develop due to its self load where as the dead load from slab , and live load will produce stresses in the composite section .In the second case the steel section will have stresses due to self load and dead load of the slab, where as composite section will have stresses due to live load . As the area of the haunch of concrete over the steel is small hence its effect is neglected and the shear connectors will be fairly close together at the ends of the composite members as the shear is maximum there and the maximum spacing for shear connectors is four times the depth of the concrete slab .

MONOLITHIC CHARACTER OF THE REINFORCED CEMENT CONCRETE GIVES IT MORE RIGIDITY

ADVANTAGES OF THE RCC CONSTRUCTION:-- The following are the advantages of the RCC construction .(1) Concrete can be easily moulded to any desired shape and size.(2) The materials for the RCC are easily available.(3) It is easy to make (4) It is durable (5) By Proper proportioning of mix , concrete can be made water tight.(6) It's monolithic character gives it more rigidity (7) It is fire resisting (8) It's maintenance cost is practically nil .STEEL AS REINFORCEMENT :-- Steel is used as Reinforcement to take up tensile stresses in RCC structures because of the following reasons.(1) It's tensile strength is high (2) It can develop good bond with concrete.(3) It's coefficient of expansion is nearly same as that for the concrete.(4) It is easily available. The steel bars used for reinforcing Concrete are generally of plain round mild steel with diameters between 5mm to 50 mm. It is only in very heavy structures that bars of diameter larger than 40 mm are used .There is a growing practice to use high yield point steel bars which are usually mild steel bars that have been cold drawn to increase their strength, but the difficulty of placing and bending these bars may outweigh the initial saving in the weight of steel required .Mesh fabric is used frequently as reinforcement in concrete, roads ,walls and floor slabs .It can also be used in the column footing. It is used in place of the bar Reinforcement only when there are definite advantages in cost and placing.All Reinforcement in RCC construction shall be clean and free from loose mill scales,dust loose rust and coats of paints , oil or other coatings which may destroy or reduce bond .

STANDARD REQUIRED FOR THE COLUMN LONGITUDINAL REINFORCEMENT.

COLUMNS LONGITUDINAL REINFORCEMENT:-- (1) The cross -sectional area of longitudinal reinforcement,shall be not less than 0.8 percent nor more than 6 percent of the gross cross - sectional area of the column.(NOTE) :-- The use of 6 percent reinforcement may involve practical difficulties in placing and compacting of concrete, hence lower percentage is recommended.Where bars from the columns below have to be lapped with those in the column under consideration, the percentage of steel shall usually not exceed 4 percent.(2) In any column that has a larger cross sectional area than that required to support the load , the minimum percentage of steel shall be based upon the area of the concrete required to resist the direct stress and not upon the actual area .(3) The minimum number of longitudinal bars provided in a column shall be four in rectangular columns and six in circular columns .(4) The bars shall not be less than 12 mm diameter.(5) A reinforced concrete Column having helical reinforcement shall have at least six bars of longitudinal reinforcement within the helical reinforcement.(6) In a helically reinforced Column,the longitudinal bars shall be in contact with the helical reinforcement and equidistant around its inner circumfrence .(7) Spacing of longitudinal bars measured along the periphery of the column shall not exceed 300 mm .(8) In case of pedestals in which the longitudinal reinforcement is not taken into account in strength calculations , nominal longitudinal reinforcement not less than 0.15 percent of the cross sectional area shall be provided. NOTE :-- Pedestal is a compression member , the effective length of which does not exceed three times the least lateral dimension .

SUPPORTED AREA FOR BEARING OF THE FOOTINGS AND LOADED AREA AT THE BASE OF THE COLUMN.

TRANSFER OF LOAD AT THE BASE OF COLUMN :-- The compressive stress in concrete at the base of a column or pedestal shall be considered as being transferred by bearing to the top of the supporting pedestal or footing .The bearing pressure on the loaded area shall not exceed the permissible bearing stress in direct compression multiplied by a value equal to A1/A2 under root but not greater than 2 where A1 Supporting area for bearing of footing, which is sloped or stepped footing may be taken as the area of the lower base of the larger frustrum of a pyramid or cone contained wholly within the footing and having for its upper base the area actually loaded and having side slope of one vertical to two horizontal and A2 is loaded area at the column base .Where the permissible bearing stress on the concrete in the supporting or supported member would be exceeded , reinforcement shall be provided for developing the excess force , either by extending the longitudinal bars in to the supporting member ,or by dowels.Where transfer of force is accomplished by reinforcement, the development length of the reinforcement shall be sufficient to transfer the compression or tension to the supporting member. In the case of extended longitudinal reinforcement or dowels of at least half percent of the cross sectional area (0.5) of the supported column or pedestal or a minimum of four bars shall be provided .Where dowels are used , their diameter shall not exceed the dia of the column bars by more than 3 mm .Column bars of diameter larger than 36 mm ,in compression only can be dowelled at the footings with bars of smaller size of the necessary area .The dowel shall extend into the column, a distance equal to the development length of the column bar and into the footing, a distance equal to the development length of the dowel .

REINFORCEMENT IN THE FOOTINGS, ONE WAY, TWO WAYS (SQUARE) AND RECTANGULAR

Tensile reinforcement:-- The total tensile reinforcement at any section shall provide a moment of resistance at least equal to the bending moment on the section so calculated in case .Total tensile reinforcement shall be distributed across the corresponding resisting section as detailed under  (a) In one way reinforced footings the Reinforcement shall be distributed uniformly across the full width of the footing (b) In two way reinforced square footing,the reinforcement extending in each direction shall be distributed uniformly across the full width of the footing.(c) In two way reinforced rectangular footing, the reinforcement in the long direction shall be distributed uniformly across the full width of the footing.For reinforcement in the short direction , a central band equal to the width of the footing shall be marked along the length of the footing and portion of the reinforcement determined in accordance with the equation given below shall be uniformly distributed across the central band ie reinforcement in central band width divided by the total reinforcement in short direction is equal to 2 divided by B plus 1 where B is the ratio of the long side to short side of the footing.The remainder of the reinforcement shall be uniformly distributed in the outer portions of the footing.

SLOPED AND STEPPED FOOTINGS,SHALL BE CONSTRUCTED TO ASSURE ACTION AS A UNIT DESIGN.

FOOTINGS :-- Footings shall be designed to sustain the applied loads, moments and the forces and the induced reactions and to ensure that any settlement which may occur shall be as nearly uniform as possible,and the safe bearing capacity of soil is not exceeded ( See IS -1904 -1978) .In sloped or stepped footings the effective cross section in compression shall be limited by the area above the nuetral plane , and the angle of slope of depth and location of steps shall be such that the design requirements are satisfied at every section .Sloped and stepped Footings that are designed as a unit shall be constructed to ensure action as a unit. Thickness at the edge of the footings ,in reinforced and plain concrete footings ,the thickness at the edge shall not be less than 15 cms for footings on soils ,nor less than 30 cms above the tops of piles for footings on piles . MOMENTS AND FORCES:--In the case of footings on piles , computation for moments and shears may be based on the assumption that the reaction from any pile is concentrated at the centre of the pile .In the case and for the purpose of computing stresses in footings which support a round or octagonal concrete column or pedestal the face of the column or pedestal shall be taken as the side of a square inscribed with in the perimeter of the round or octagonal column or pedestal . BENDING MOMENT :-- The BM at any section shall be determined by passing through the section a vertical plane which extends completely across the footings, and computing the moment of the forces acting over the entire area of the footing on one side of the said plane .The greatest BM to be used in the design of an isolated Concrete footing which support a column,pedestal or wall ,shall be the moment computed located as follows (1) At the face of the column, pedestal or wall ,for footings supporting a concrete column,pedestal or wall.(2) Half way between the centre line and the edge of the wall ,for footings under masonry walls ,and (3) Half way between the face of the column or pedestal and the edge of the gussetted base ,for footings under gussetted bases .

PAY COMMISSION REPORT (3-1-2022) MUST BE IMPLEMENTED TO FOLLOW ACPS UNDER THE PROVISON OF CLUBBING OF POSTS AND FUNCTION, AS PENALTIES DECLARED ILLEGAL PROCEEDINGS AGAINST THE FUNCTION OF PROMOTIONAL LEVEL PLACEMENT, SO ISSUED FOR CADRE IN SENIORITY WITH DESIGNATED POST EAE AND XEN PREFERRED IN THE SECOND CHANNEL OF PROMOTION.

The department of the Administrative reforms and the DOPT has time and again issued necessary clarification to the all concerned departments regarding to decide the former cases of the preferred second channels of promotion so issued by the department of the HP finance during 1-1-86 to 1-1-1996 for which the cadre post of junior Engineers too upgraded with the designated post EAE on 3-10-1991 after eighteen years of Regular service in the scale and grade for which the cadre in seniority had been declared responsible to follow option and preference and opt at the level of promotion to EAE in semblance to the others working in the joint cadre of AEs and the XEN but instead of action of clubbing of posts prescribed by the HP finance and personnel the department of HPPWD enforced penalties like reduction in grade and with held of increments even denied by the court of law and too by the HP finance memo number Fin -C -B (7) - 9/78 -111 dated 28-7-84 is proof and evidence on the record but ignorance of law code manual prefixed by the government at higher level still enforced and continued for which the Department of Finance has again issued clarification vide pay commission report dated 3-1-2022 where in it is clearly mentioned that increments of the senior government employees should have not been withheld/stopped by way of penalty or otherwise however no monthly statement issued by the HPPWD in this behalf even this much cross and pass of the pay commission report issued so on 3-1-2022 for which the necessary documents processed before the department of Administrative reforms from where necessary action has been demanded from the department of HPPWD but nothing concrete has been done so for in the matter .As such the government is responsible to protect the cadre in seniority who has preferred second channels of promotion since 1-11-92 prior to 1-1-1996 under the instructions laid down by HP finance and personnel and HPPWD is responsible to issue monthly statement of cases pending finalisation over 3 months as due on 3-1-2022 failing which the Department of Administrative reforms may Report the such delay and dereliction of duty to respective Chief Secretary of the government for action under law code manual prefixed by the government and too by the Constitution of India.