1-102 Determine the intensity w of the maximum distrib- uted load that can be supported by the hanger assembly so that an allowable shear stress of Tallow= 13.5 ksi is not exceeded in the 0.40-in.-diameter bolts at A and B, and an allowable tensile stress of allow- 22 ksi is not exceeded in the 0.5-in.-diameter rod AB. 3 ft с 4 ft + 2 ft
1-102 Determine the intensity w of the maximum distrib- uted load that can be supported by the hanger assembly so that an allowable shear stress of Tallow= 13.5 ksi is not exceeded in the 0.40-in.-diameter bolts at A and B, and an allowable tensile stress of allow- 22 ksi is not exceeded in the 0.5-in.-diameter rod AB. 3 ft с 4 ft + 2 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1-102 Determine the intensity w of the maximum distrib-
uted load that can be supported by the hanger assembly so
that an allowable shear stress of Tallow= 13.5 ksi is not
exceeded in the 0.40-in.-diameter bolts at A and B, and an
allowable tensile stress of allow 22 ksi is not exceeded
in the 0.5-in.-diameter rod AB.
3 ft
B
4 ft
+
2 ft-
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Step 1: Given data :-
VIEWStep 2: Finding the force in rod AB of the given structure :-
VIEWStep 3: Finding the intensity w due to allowable shear stress in the bolts :-
VIEWStep 4: Finding the intensity w due to allowable tensile stress in the rod AB :-
VIEWStep 5: Finding the intensity w of the maximum distributed load that can be supported by hanger assembly:-
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