Laserfiche WebLink
<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 <br /> pg. 37 <br />Table 2.7-2: Performance Acceptance Criteria <br /> <br /> <br /> <br />Design-Level Wind Event <br />Shear wall coupling beams DCR limited to 1.0. DCR calculated using code-specific <br />phi-factors and specified material strength. <br />Shear wall flexure DCR limited to 1.0. DCR calculated using code- <br />specified phi-factors and specified material strength. <br />Wall shear strength DCR limited to 1.0. DCR calculated using code- <br />specified phi-factors and specified material strength. <br /> <br />Foundations DCR limited to 1.0. DCR calculated using code- <br />specified phi-factors and specified material strength. <br />Diaphragms, chords, and collectors DCR limited to 1.0. DCR calculated using code- <br />specified phi-factors and specified material strength. <br />Design-Level Earthquake Event <br /> <br />Story drift (maximum inelastic response <br />displacement, ΔM) <br />2.0 percent. <br /> <br />Shear wall coupling beams DCR limited to 1.0. DCR calculated using code-specific <br />phi-factors and specified material strength. <br />Shear wall flexure DCR limited to 1.0. DCR calculated using code-specific <br />phi-factors and specified material strength. <br />Wall shear strength DCR limited to 1.0. DCR calculated using code-specific <br />phi-factors and specified material strength. <br />Foundations DCR limited to 1.0. DCR calculated using code-specific <br />phi-factors and specified material strength. <br />Diaphragms, chords, and collectors DCR limited to 1.0. DCR calculated using code-specific <br />phi-factors and specified material strength.