Torsional Analysis of
S-, and HP-shapes, square, rectangular and round hollow structural sections (HSS), and steel pipe (P). Singly symmetric cross-sections such as channels (C and MC) and tees (WT, MT, and ST) have their shear centers on the axis of symmetry, but not necessarily at the centroid. As illustrated in Figure 2. lb, the shea r center for channels is at a corner cracking of square and rectangular hss american
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