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DC-7 <br />DC-7 <br />Date: 5/29/20 <br />Made By: SF <br />Project: Four Corners <br />Description: Design Load Combinations <br />Sds = 0.944 <br />Strength Design <br />Load Combinations <br />Design Load Combo <br />Code Equation <br />Load Factors <br />Dead <br />Live <br />EQ <br />1 ADL <br />ASCE 2.3.2-1 <br />1.4 <br />1.2DL + 1.6LL <br />ASCE 2.3.2-2 <br />1.2 <br />1.6 <br />(1.2+0.2*Sds)*DL + LL + EQ <br />ASCE 12.4.3.3-5 <br />1.39 <br />1.0 <br />1.0 <br />(1.2+0.2*Sds)*DL + LL - EQ <br />ASCE 12.4.3.3-5 <br />1.39 <br />1.0 <br />-1.0 <br />(0.9-0.2*Sds)*DL + EQ <br />ASCE 12.4.3.3-7 <br />0.71 <br />1.0 <br />(0.9-0.2*Sds)*DL - EQ <br />ASCE 12.4.3.3-7 <br />0.71 <br />-1.0 <br />ASD Design Load Combinations <br />Design Load Combo <br />Code Equation <br />Load Factors <br />Dead <br />Live <br />EQ <br />DL <br />ASCE 2.4.1-1 <br />1.0 <br />DL + LL <br />ASCE 2.4.-2 <br />1.0 <br />1.0 <br />(1.0+0.14*Sds)*DL + 0.7*E <br />ASCE 12.4.2.3-5 <br />1.13 <br />0.7 <br />(1.0+0.14*Sds)*DL - 0.7*E <br />ASCE 12.4.2.3-5 <br />1.13 <br />-0.7 <br />(1.0+0.10*Sds)*DL + 0.75*LL + 0.525*E <br />ASCE 12.4.2.3-6 <br />1.09 <br />0.75 <br />0.525 <br />(1.0+0.10*Sds)*DL + 0.75*LL + 0.525*E <br />ASCE 12.4.2.3-6 <br />1.09 <br />0.75 <br />-0.525 <br />(0.6-0.14*Sds)*DL + 0.7*E <br />ASCE 12.4.2.3-8 <br />0.47 <br />0.7 <br />(0.6-0.14*Sds)*DL - 0.7*E <br />I ASCE 12.4.2.3-8 <br />0.47 <br />-0.7 <br />DCG <br />