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Wind tunnel height Σh 49.036702 ft <br />Wind tunnel height coefficient Σh 2.673 -- <br />Wind tunnel height plus length 30.691385 ft <br />Wind tunnel height plus coefficient 1.673 -- <br />Height of construction bounding box 18.345317 ft <br />Coefficient of height of construction bounding box 1.000 -- <br />No.Description Symbol Value Unit <br />LC <br />Associated Standard ASCE 7 | 2016 <br />Action Type Simultaneously <br />Action Category Qe Effects of horizontal earthquake forces <br />6 Qe Effects of horizontal earthquake forces <br />Associated Standard ASCE 7 | 2016 <br />Action Type Simultaneously <br />Action Category Lr Roof live load <br />5 Lr Roof live load <br />Associated Standard ASCE 7 | 2016 <br />Action Type Simultaneously <br />Action Category Tp Self-straining force, permanent <br />4 Tp Self-straining force, permanent <br />Associated Standard ASCE 7 | 2016 <br />Action Type Alternatively <br />Action Category S Snow load <br />3 S Snow load <br />Associated Standard ASCE 7 | 2016 <br />Action Type Alternatively <br />Action Category W Wind load <br />2 W Wind load <br />Associated Standard ASCE 7 | 2016 <br />Action Type Simultaneously <br />Action Category D Dead load <br />1 D Dead load <br />No.Settings Value Active <br />Action <br />Consider inclusive/exclusive load cases <br />Combination wizard 2 <br />Associated standard ASCE 7 | 2016 <br />Design situation type 2.4 Section 2.4 (ASD), 1. to 7. <br />2 2.4 Section 2.4 (ASD), 1. to 7. <br />Consider inclusive/exclusive load cases <br />Combination wizard 2 <br />Associated standard ASCE 7 | 2016 <br />Design situation type 2.3 Section 2.3 (LRFD), 1. to 5. <br />1 2.3 Section 2.3 (LRFD), 1. to 5. <br />No.Settings Value Active <br />DS <br />2 2 1.20D <br />Generated by Design Situation No. 1 <br />Generated load combinations 1 <br />Design Situation 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. <br />Associated standard ASCE 7 | 2016 <br />1 1 1.40D <br />No.Settings Value Active <br />AC