proppastie
Well-Known Member
Looking at Bruhn section C10.18 Fig. C10.20 for Web =.025, h/t=388. Willford Spar Design Spread sheet cell E72. Willford has this number at -4654 and the Bruhn extrapolation should be lets say +4654. That sign makes a difference in the result.
Any comments from the Stress Engineers on site?
If the correct calculation for example shows "Collapsing Shear Flow Allowable" = 65 lb/in what does that mean?
Any comments from the Stress Engineers on site?
If the correct calculation for example shows "Collapsing Shear Flow Allowable" = 65 lb/in what does that mean?
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