Special Reinforced Concrete Shear Wall Design Example

3 clear rather than the designed 2 clear.

Special reinforced concrete shear wall design example.

The design and detailing requirements for special reinforced concrete shear walls have undergone significant changes from aci 318 11 to aci 318 14. Seismic design of special reinforced masonry shear walls. P d 40 kips. Reinforced concrete shear wall analysis and design.

Live load at each floor and roof. Shear in k in ksi in v a f d f d s s a v ns v y v y v v ns 33 1 54 0 0 5 0 5 0 31 60 192 0 5 use 5 bars in bond beams in psi k kips a f p. In this example design for 200 kips or 10 greater than 181 kips example. Special reinforced concrete structural walls are walls that have been proportioned and detailed to meet special code requirements.

A guide for practicing engineers nist gcr 14 917 31 prepared by the applied technology council for the national institute of standards and technology gaithersburg md. Essential for stability check of reinforced concrete structure. A reinforced concrete load bearing shear wall supporting for a four story building. Shear wall section and assumed reinforcement is investigated after analysis to verify suitability for the applied loads.

Reinforced concrete mechanics and design 7th edition 2016 james wight pearson example 18 2 design data f c 4 000 psi normal weight concrete f y 60 000 psi slab thickness 7 in. P l 25 kips. 3500 psi concrete 5 10. Wall length 18 ft vertical reinforcement.

Bending strengthof the section has been reduced by about 15 shear strengthat wall base has been reduced by about 14. Design of reinforced concrete load bearing shear wall. The requirements of this section apply to special reinforced concrete structural walls serving as part of the earthquake force resisting system. 5 bars at 18 in.

Service load dead load at each floor and roof. Shear strength reduced from 7654 lbs to 6589 lbs. Strength reduced from 136 7 to 116 8 in kips. 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.

In reinforced concrete buildings the vertical elements are usually either moment resisting frames or structural walls sometimes referred to as shear walls. Based on aci 18 10 4 1 nominal shear strength v n of structural walls is not to exceed vn acv c f c t fy where c is a coefficient defining the relative contribution of concrete. Special reinforced wall shear walls 87 example. Wall thickness 10 in.

On centers in each face a s vertical 5 18 in.