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The rigid bar AB is hinged at A and supported by a steel plate hanger. The hanger is fixed at C and bolted at D with two plates. Given: Width of plate hanger D = 40 mm Thickness od plate hanger = 10 mm 2 m 1.2 m B. Bolt diameter = 20 mm Allowable bolt shear stress = 60 MPa Allowable bolt bearing stress = 250 MPa W a. What is the allowable stress in the hanger based on bolt capacity in double shear at D. b. If the maximum tensile stress in the hanger is 130MPA, find the allowable load W c. If the load W= 60KN, find the vertical displacement at B.

The rigid bar AB is hinged at A and supported by a steel plate hanger. The hanger is fixed at C and bolted at D with two plates. Given: Width of plate hanger D = 40 mm Thickness od plate hanger = 10 mm 2 m 1.2 m B. Bolt diameter = 20 mm Allowable bolt shear stress = 60 MPa Allowable bolt bearing stress = 250 MPa W a. What is the allowable stress in the hanger based on bolt capacity in double shear at D. b. If the maximum tensile stress in the hanger is 130MPA, find the allowable load W c. If the load W= 60KN, find the vertical displacement at B.

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 rigid bar AB is hinged at A and supported by a steel plate hanger. The hanger is fixed at C and bolted at D with two plates. D Given: Width of plate hanger = 40 mm Thickness od plate hanger = 10 mm Bolt diameter = 20 mm 2 m 1.2 m B Allowable bolt shear stress = 60 MPa Allowable bolt bearing stress = 250 MPa W a. What is the allowable stress in the hanger based on bolt capacity in double shear at D. b. If the maximum tensile stress in the hanger is 130MPA, find the allowable load W c. If the load W= 60KN, find the vertical displacement at B.
Transcribed Image Text:The rigid bar AB is hinged at A and supported by a steel plate hanger. The hanger is fixed at C and bolted at D with two plates. D Given: Width of plate hanger = 40 mm Thickness od plate hanger = 10 mm Bolt diameter = 20 mm 2 m 1.2 m B Allowable bolt shear stress = 60 MPa Allowable bolt bearing stress = 250 MPa W a. What is the allowable stress in the hanger based on bolt capacity in double shear at D. b. If the maximum tensile stress in the hanger is 130MPA, find the allowable load W c. If the load W= 60KN, find the vertical displacement at B.
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