outer diameter of d = 24 mm. Determine: A) the maximum value of P before the shear stress in the rod head exceeds Toot = 105 MPa. B) the maximum value of P before the punching shear stress in the support plate exceeds Tplate = 75 MPa. C) the maximum value of P before the bearing stress between the rod head and the support plate exceeds Oplate = 110 MPa. D) the maximum value of Pmax that can be supported by the structure.

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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A
high-strength bolt that passes through a steel plate is subjected to a tension force of P as shown in the figure. The hole
in the metal plate has a diameter of D=17 mm which is slightly larger than the diameter of the bolt (d, = 12 mm) to allow
for easy installation process. The plate has a thickness of t= 9 mm. The bolt head has a thickness of a = 9 mm and an
outer diameter of d = 24 mm.
Determine:
A) the maximum value of P before the shear stress in the rod head exceeds Toolt = 105 MPa.
B) the maximum value of P before the punching shear stress in the support plate exceeds Tplate = 75 MPa.
C) the maximum value of P before the bearing stress between the rod head and the support plate exceeds oplate = 110
MPa.
D) the maximum value of Pmax that can be supported by the structure.
VP
Transcribed Image Text:A high-strength bolt that passes through a steel plate is subjected to a tension force of P as shown in the figure. The hole in the metal plate has a diameter of D=17 mm which is slightly larger than the diameter of the bolt (d, = 12 mm) to allow for easy installation process. The plate has a thickness of t= 9 mm. The bolt head has a thickness of a = 9 mm and an outer diameter of d = 24 mm. Determine: A) the maximum value of P before the shear stress in the rod head exceeds Toolt = 105 MPa. B) the maximum value of P before the punching shear stress in the support plate exceeds Tplate = 75 MPa. C) the maximum value of P before the bearing stress between the rod head and the support plate exceeds oplate = 110 MPa. D) the maximum value of Pmax that can be supported by the structure. VP
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