Column Brace
Column Brace
(OP)
I am designing a 7.0 m two storey tall HSS column and I want to brace it with the bottom chord of the strut joist at mid height to reduce effective length. My question is how do you calculate for the axial load induced in the bottom chord of the strut joist?






RE: Column Brace
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RE: Column Brace
RE: Column Brace
RE: Column Brace
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Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...