5: A tension member is consisting of double angle (100x100x8mm) attached to a supporting beam by a wide tee section. The member is subject to a factored axial load P = 200 kN with slope 2V:1H. The line of action of load P coincides with the bolt group centroid connecting the wide tee to the supporting beam. All sections are made of A36 steel. Given: a = 40 mm; b = 150 mm; c = 40 mm; d = 50 mm. Thickness of tee flange = 16 mm Thickness of tee web = 16 mm Thickness of beam flange = 16 mm All bolts are 16-mm diameter. 1. Calculate the shear stress in bolts connecting double angle and tee web (MPa). 2. Calculate the shear stress in bolts connecting the flange of tee and beam (MPa). 3. Calculate the maximum tensile stress of the bolts (MPa). ANSWERS: 165.786 MPa; 111.213 MPa; 222.426 MPa Double Angle Tee Web Tee Flange Beam Flange Top View of the Tee flange
5: A tension member is consisting of double angle (100x100x8mm) attached to a supporting beam by a wide tee section. The member is subject to a factored axial load P = 200 kN with slope 2V:1H. The line of action of load P coincides with the bolt group centroid connecting the wide tee to the supporting beam. All sections are made of A36 steel. Given: a = 40 mm; b = 150 mm; c = 40 mm; d = 50 mm. Thickness of tee flange = 16 mm Thickness of tee web = 16 mm Thickness of beam flange = 16 mm All bolts are 16-mm diameter. 1. Calculate the shear stress in bolts connecting double angle and tee web (MPa). 2. Calculate the shear stress in bolts connecting the flange of tee and beam (MPa). 3. Calculate the maximum tensile stress of the bolts (MPa). ANSWERS: 165.786 MPa; 111.213 MPa; 222.426 MPa Double Angle Tee Web Tee Flange Beam Flange Top View of the Tee flange
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 1.7.10P: Three round, copper alloy bars having the same length L but different shapes are shown, in the...
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Transcribed Image Text:5: A tension member is consisting of double angle
(100x100x8mm) attached to a supporting beam by a wide tee section.
The member is subject to a factored axial load P = 200 kN with slope
2V:1H. The line of action of load P coincides with the bolt group
centroid connecting the wide tee to the supporting beam. All sections
are made of A36 steel.
Given: a = 40 mm; b = 150 mm; c = 40 mm; d = 50 mm.
Thickness of tee flange = 16 mm
Thickness of tee web = 16 mm
Thickness of beam flange = 16 mm
All bolts are 16-mm diameter.
1. Calculate the shear stress in bolts connecting double angle
and tee web (MPa).
2. Calculate the shear stress in bolts connecting the flange of
tee and beam (MPa).
3. Calculate the maximum tensile stress of the bolts (MPa).
ANSWERS: 165.786 MPa; 111.213 MPa; 222.426 MPa
Double
Angle
Tee Web
Tee Flange
Beam Flange
Top View of
the Tee flange
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