The frame shown is supported by a shear pin (diameter, d, ultimate shear Tu in ksi) and by a tie-rod AB (diameter dr =0.625 inches and yield stress Oy in ksi). Both the tie-rod and the pin are to be sized with a factor of safety of FS = N (see table), the tie-rod with respect to ultimate shear failure. platform load, Wallowable. See table to complete calculations of the required W. (40 pts) Determine the allowable Ultimate Yield DIAMETER, Factor of Stress, Tu stress, L1 L2 L3 d in inches Safety, N in ksi Oy in Ksi 0.65 50 50 2.8 2.75 ft 2.75ft 4.00ft dp View a-a of C a A
The frame shown is supported by a shear pin (diameter, d, ultimate shear Tu in ksi) and by a tie-rod AB (diameter dr =0.625 inches and yield stress Oy in ksi). Both the tie-rod and the pin are to be sized with a factor of safety of FS = N (see table), the tie-rod with respect to ultimate shear failure. platform load, Wallowable. See table to complete calculations of the required W. (40 pts) Determine the allowable Ultimate Yield DIAMETER, Factor of Stress, Tu stress, L1 L2 L3 d in inches Safety, N in ksi Oy in Ksi 0.65 50 50 2.8 2.75 ft 2.75ft 4.00ft dp View a-a of C a A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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