Reinforced Concrete Shear Wall Design Aci

Thick structural reinforced concrete shear wall is to be supported by a strip footing.

Reinforced concrete shear wall design aci.

The changes are a result of the unsatisfactory performance of many shear walls in the chile earthquake of 2010 and the christchurch new zealand earthquake of 2011. The design and detailing requirements for special reinforced concrete shear walls have undergone significant changes from aci 318 11 to aci 318 14. The wall footing is to be based 5 ft below the final ground surface. A structural reinforced concrete shear wall in a 5 story building provides lateral and gravity load resistance for the applied load as shown in the figure below.

It uses a graphical interface that enables the user to easily generate complex wall models. The shear wall carries service dead and live loads of 10 kips ft and 12 5 kips ft respectively. Shear wall analysis and design spwall software. Shear wall section and assumed reinforcement is investigated after analysis to verify suitability for the applied loads.

This video explains a graphical approach to the aci 318 method to design for shear for reinforced concrete beams. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria. Reinforced concrete shear wall analysis and design. The allowable soil pressure is 5000 psf.

Reinforced concrete cantilever retaining wall analysis and design aci 318 14 reinforced concrete cantilever retaining walls consist of a relatively thin stem and a base slab.