Laserfiche WebLink
<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 <br /> pg. 69 <br />4.7.1 RESIDENTIAL BUILDING <br />The maximum normalized shear stress is limited to 10√(f’c) (a limit of “10” in the Figure below) at any <br />individual wall pier and 8√(f’c) on average for the lateral system. Any value less than 10 in the table below <br />passes the maximum shear stress check for individual piers. The wall shear reinforcement will be <br />designed in the Volume 3a package. <br /> <br />Figure 4.7-1: Residential building Shear Pier Labels at Level 2 <br /> <br /> <br />Figure 4.7-2: Residential building Shear Pier Labels (Typical Floor)