Special Reinforced Concrete Shear Wall Design Example

In this example design for 200 kips or 10 greater than 181 kips example.

Special reinforced concrete shear wall design example. Design of reinforced concrete load bearing shear wall. Service load dead load at each floor and roof. Special r c shear walls. 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.

Reinforced concrete shear wall analysis and design. 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. 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. Wall length 18 ft vertical reinforcement.

On centers in each face a s vertical 5 18 in. Live load at each floor and roof. Special intermediate ordinary two possible seismic resisting systems using reinforced concrete are moment frames and shear walls. 3500 psi concrete 5 10.

In reinforced concrete buildings the vertical elements are usually either moment resisting frames or structural walls sometimes referred to as shear walls. Wall thickness 10 in. Precast walls can be. P d 40 kips.

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. The design and detailing requirements for special reinforced concrete shear walls have undergone significant changes from aci 318 11 to aci 318 14. Strength reduced from 136 7 to 116 8 in kips. Special reinforced concrete structural walls are walls that have been proportioned and detailed to meet special code requirements.

3 clear rather than the designed 2 clear. Special reinforced wall shear walls 87 example. 5 bars at 18 in. Provisions chapter 4 presents design coefficients and system limitations for various seismic design categories.

Bending strengthof the section has been reduced by about 15 shear strengthat wall base has been reduced by about 14. The requirements of this section apply to special reinforced concrete structural walls serving as part of the earthquake force resisting system. Shear strength reduced from 7654 lbs to 6589 lbs. Aci 318 05 design data.

P l 25 kips. A reinforced concrete load bearing shear wall supporting for a four story building. 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. Ordinary special precast shear walls.