A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P = 210 kN. The diagonal member is on a slope of 2V:1H, and is connected to the supporting beam by a wide tee.Steel strengtn and allowable stressesYleld strength, Fy = 248 MPaUltimate strength, Fu = 400 MPaBolt shear stress, Fv = 150 MPaBoit bearing stress, Fp = 1.2FuBolt tensle stress, Ft = 195 MPaDetermine the required diameter, d1, of the 3 bolts in shear connecting the double-angle member to the wide tee.Determine the required diameter, d2, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam.Determine the required diameter, d2, of the 4 bolts in tension connecting the wide tee to the supporting beam.2L2V1H3-d,16 mm16 mm4-d216 mm38 1003838 75 75 38

A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P=210 kN. The diagonal member is on a slope Steel strength and allowable stresses ield strength, Py = 248 MP8 Ultimate strength, Fu = 400 MP8 Bolt shear stress, FV = 150 MPa Bolt bearing stress, Fp = 1.2Fu Bolt tensile stress, Ft= 195 MPB Determine the required diameter, d1, of the 3 bolts in shear connecting the double-angle member to the wide tee. Determine the required diameter, d2, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam. Determine the required diameter, d2, of the 4 bolts in tension connecting the wide tee to the supporting beam.

A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P=210 kN. The diagonal member is on a slope Steel strength and allowable stresses ield strength, Py = 248 MP8 Ultimate strength, Fu = 400 MP8 Bolt shear stress, FV = 150 MPa Bolt bearing stress, Fp = 1.2Fu Bolt tensile stress, Ft= 195 MPB Determine the required diameter, d1, of the 3 bolts in shear connecting the double-angle member to the wide tee. Determine the required diameter, d2, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam. Determine the required diameter, d2, of the 4 bolts in tension connecting the wide tee to the supporting beam.

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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Question

A double-angle tension member, 100 mm x 100 mm x 8 mm is subjected to a tensile load, P = 210 kN. The diagonal member is on a slope of 2V:1H, and is connected to the supporting beam by a wide tee.
Steel strengtn and allowable stresses
Yleld strength, Fy = 248 MPa
Ultimate strength, Fu = 400 MPa
Bolt shear stress, Fv = 150 MPa
Boit bearing stress, Fp = 1.2Fu
Bolt tensle stress, Ft = 195 MPa
Determine the required diameter, d1, of the 3 bolts in shear connecting the double-angle member to the wide tee.
Determine the required diameter, d2, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam.
Determine the required diameter, d2, of the 4 bolts in tension connecting the wide tee to the supporting beam.
2L
2V
1H
3-d,
16 mm
16 mm
4-d2
16 mm
38 100
38
38 75 75 38

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