THE DESIGN OF RCC STRUCTURE WILL DEPEND UPON LAY OUT, SO COMPLETE DESIGNS OF THE VARIOUS STRUCTURES HAVE BEEN WORKED OUT WITH THE HELP OF DETAILED DRAWINGS.

Complete design of the various structures have to be worked out with the help of detailed drawings prescribed for the structure and besides giving the basic principles elementary ideas of ultimate load theory as applied to the concrete structures must have essential calculation on the subject of the required design for concrete structure found useful for the practical check on the work done entirely with the fresh approach for analytical, design with certain basically new conceptions and more comprehensive check for the success of structure under ultimate load theory of the structure in all respect of the description made and appended to the volume, even to the extent of minor details. As such it is based on the research of  structure to more wide coverage and depth and may prove imense help to the users of further improvement and suggestions which may enable the Engineering staff and construction agencies to improve the standard of the said design which is required for the concrete structure attempted to simple treatment of the theory of Reinforced cement concrete and design of the RCC structures however complete designs of various structures have to be worked out with detailed drawings. Further more, the design of RCC structures will depend on the layout and the layout depends upon the functions to be performed by the structures. Planning and proportioning of the structures have to be verified with factors which will govern the design for (1) Adequate strength and rigidity. (2) Should not interfere with the functions for which the structure is intended (3) Be economical in first cost and maintenance (4) Should be strong enough to last for the design service life. (5) Be readily adaptable to future extension. The design will consist of :-- (1) Working out the forces and loads which the structure has to carry (2) Arrangements of various sub parts, like beams and column etc required to support  the structure. (3) Computation of stresses, shears, moments etc in the members of the structure. (4) Providing adequate sections to resist the stresses in the members.