a.
The design criteria section givrhees the list of standard, m78iaterial properties, design loads, load combinations, resisfhtance factors and d78eflection criteria.
b.
S568kuyhkix trusses Thfm1, Tdsg2, T3, T4, T5, and T6 of span 7.rte675 m, 8.3 m, 9fdh.4m, 10.3 m, 11.15 m and 20 m respectigrvely were modeled on SAP2hgmn000. Input model information, analysis result and design results of SAP2fghn000 are ndhoted in sdbfdection 3.
Only odhbne purlin