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.
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.