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stress Oy in ksi). Both ctor of safety of FS = N te shear failure. De - See table to comp

stress Oy in ksi). Both ctor of safety of FS = N te shear failure. De - See table to comp

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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. Determine the allowable platform load, Wallowable. See table to complete calculations of the required W. %3D Ultimate Yield DIAMETER, Factor of Stress, Tu stress, L1 L2 L3 d in inches Safety, N in ksi Oy in Ksi 0.5 50 50 3.0 3.00 ft 3.00 ft 4.00ft dp View a-a of C B C Figure for Problem No. 4
Transcribed Image Text: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. Determine the allowable platform load, Wallowable. See table to complete calculations of the required W. %3D Ultimate Yield DIAMETER, Factor of Stress, Tu stress, L1 L2 L3 d in inches Safety, N in ksi Oy in Ksi 0.5 50 50 3.0 3.00 ft 3.00 ft 4.00ft dp View a-a of C B C Figure for Problem No. 4
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