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The shear wall carries service dead and live loads of 10 kips ft and 12 5 kips ft respectively.

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Spwall is a program for the analysis and design of reinforced concrete shear walls tilt up walls precast wall and insulate concrete form icf walls. Reinforced concrete shear wall analysis and design. The base is divided into two parts the heel and toe. 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.

The design and detailing requirements for special reinforced concrete shear walls have undergone significant changes from aci 318 11 to aci 318 14. Shear wall section and assumed reinforcement is investigated after analysis to verify suitability for the applied loads. 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 stem may have constant thickness along the length or may be tapered based on economic and construction criteria.

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. This video explains a graphical approach to the aci 318 method to design for shear for reinforced concrete beams. Thick structural reinforced concrete shear wall is to be supported by a strip footing. The wall footing is to be based 5 ft below the final ground surface.

The allowable soil pressure is 5000 psf.

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