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.
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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