Q1. Do calculations to check whether the steel X bracing in the walls, realised ...
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Q1. Do calculations to check whether the steel X bracing in the walls, realised with 20mm diameter grade 300 rods (fy = 300MPa), is able to resist the wind load in the East-West direction that generates a design tension load of N* = 70kN for the ULS factored load combination (1.2G+1.2Wu+1.5Q). Assume a form factor of kf =1.0 and report the ratio of demand to capacity; N*/ϕNs,steel. [%]
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