Two wind load cases were added. Longitudinal wind load cases (+GCpi and -GCpi) were considered.
Previous design for member sections passed all the load combinations.
Two wind load cases were added. Longitudinal wind load cases (+GCpi and -GCpi) were considered. Previous design for member sections passed all the load combinations.
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Modification of truss Truss reactions based on individual load items and 3 load combinations. Maximum truss member axial force STAAD Report. Governing load combination is DL+WL1. Designed section for Top and Bottom chord including the inclined members at the ends of the span is WT 6 x 95. Designed section for vertical members is 2L 4 x 4 x 5/16. Designed section for inclined members is 2L 4 x 4 x 3/8. Designed section for the remaining members is 2L 2 x 2 x 1/8. Utilization Ratio Table STAAD Report Unity check on STAAD : No failed members. Member sections are optimized.
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