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For design against banding the bottom chord of the truse can be assumed to carry a unomy distributed load over a simply
Posted: Fri Jul 01, 2022 5:28 am
by answerhappygod
- For Design Against Banding The Bottom Chord Of The Truse Can Be Assumed To Carry A Unomy Distributed Load Over A Simply 1 (27.6 KiB) Viewed 33 times
- For Design Against Banding The Bottom Chord Of The Truse Can Be Assumed To Carry A Unomy Distributed Load Over A Simply 2 (20.52 KiB) Viewed 33 times
For design against banding the bottom chord of the truse can be assumed to carry a unomy distributed load over a simply support deign span of 12m The deal and w botti chond can be considered to be lateral restraints acting on the top edge of the bottom chord For design the bottom chord can be assumed to bend in isolation and not Sinked to bottom chords in adjacent trusses that are ot 5m distances on either side o Use the following unfactored loads on the bottom chord to determine your design action effects: (a) Permanent action due to gravity loads Siim and Wind up reversal truss under sonderton Check if the bottom chord has sufficient capacity in bending 6@2m=12m Sabit to save and submit. Click Save All Annwers to suve all anners #?? Save As Save and Subt
A 6@2m=12m