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<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 <br /> pg. 73 <br />4.7.2 HOTEL 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 3b package. <br /> <br />Figure 4.7-6: Hotel building Shear Pier Labels <br />