The steel tie-bar shown in the figure has been designed to carry a tension force of 103 kN when bolted between double brackets at A and B. The bar will be fabricated from T = 24 mm thick plate. The width of the plate W = 40 mm. Other dimensions are given in the figure. The diameter of the bolts at A and B is D = 39 mm. Calculate the max bearing stress at A. Input your answer as a value only in MPa to one decimal place without +/- sign. B Tmm

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.9.12P: What is the maximum possible value of the clamping Force C in the jaws of the pliers shown in the...
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The steel tie-bar shown in the figure has
been designed to carry a tension force of
103 kN when bolted between double
brackets at A and B. The bar will be
fabricated from T = 24 mm thick plate.
The width of the plate W = 40 mm. Other
dimensions are given in the figure. The
diameter of the bolts at A and B is D = 39
mm.
Calculate the max bearing stress at A.
Input your answer as a value only in MPa
to one decimal place without +/- sign.
Tmm
80 mr
mm
W mm
Transcribed Image Text:The steel tie-bar shown in the figure has been designed to carry a tension force of 103 kN when bolted between double brackets at A and B. The bar will be fabricated from T = 24 mm thick plate. The width of the plate W = 40 mm. Other dimensions are given in the figure. The diameter of the bolts at A and B is D = 39 mm. Calculate the max bearing stress at A. Input your answer as a value only in MPa to one decimal place without +/- sign. Tmm 80 mr mm W mm
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