Reinforce Cement Concrete RCC frame Structure design as per IS 456 and IS 3370

Reinforce Cement Concrete RCC frame Structure design as per IS 456 and IS 3370

The attached designed excel sheet consist of clauses and requirement for design of structure stated in IS codes.
It have following design calculations in it;

Design for area of steel and shear for singly reinforced beam by limit state design method
Design of beam (singly reinforced) subjected to torsion by limit state design method
Design of column subjected to biaxial bending (with reinforcement equally on all the four sides.)
Design for area of steel and shear for doubly reinforced beam by limit state design method
Design for area of steel and shear for singly reinforced one way slab by limit state design method
Design for area of steel and shear for two way slab by limit state design method
Design for area of steel and shear for singly reinforced beam by working stress design method
Design for area of steel and shear for singly reinforced beam by working stress design method
Design of one-way slab as uncracked section design

The design excel sheet is attached below.
 

Attachments

Jimmi6353

Apprentice
every engineer knows the general layout of IS CODE 456 -2000 and IS CODE 3370-1965. how many of them knows what both these codes focus on technical terms suCh as shear, stress,,compression tensile stress in concrete,limit state design,working stress, minimum reinforcement required in concrete etc, etc, i am trying to tabulate all these factors defined in both these codes,for every one knowledge. hope this tabulation enlighten your knowledge on these codes.
Thank you sir