PROFIS ENGINEERING δ = 90 0- γ = 38.66 0 Figure 6.4b.
Figure
6.4b [ 66 ] shows the torsion load distribution on each anchor( F tor, n) from the torsion moment( M z). The torsion load on each anchor consists of components that act in the x direction( F tor, n, x) and in the y direction( F tor, n, y). The component direction(+ or-) is significant because it is used to calculate the resultant shear load. Table 6.4 [ 67 ] shows the calculated torsion load distribution on each anchor.
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