Andrewstructure
Structural
Is there any rule about combining tension-only and ten-comp bracing?
I would normally ignore the tension only bracing if it were rods, but now I have L5x4x5/16 angles.
(please include a reference if possible)
I would normally ignore the tension only bracing if it were rods, but now I have L5x4x5/16 angles.
(please include a reference if possible)