A single-angle tension member 175 mm x 100 mm x 18 mm haw two gage lines in its long leg and one in the short leg for 16 mm bolts arranged as shown. Area of the angular section is 4961 mm^2. Use A36 steel Fy = 248 MPa and Fu = 400 MPa. Standard nominal hole diameter for 16 mm bolt = 17 mm.Determine the net area of the angular section.Determine the allowable tension strength of the angular section based on the gross area.Determine the allowable tensile strength of the angular section based on the effective net area. Reduction factor U = 0.75 50 50 50 50 50 5010087.5. 62.562.5!7537.5

Area of the angular section(A)=4961 mm2, Tension member=175mm x 100mm x 18 mm, Fy=248 Mpa, Fu=400…

Answered: A single-angle tension member 175 mm x…

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 single-angle tension member 175 mm x 100 mm x 18 mm haw two gage lines in its long leg and one in the short leg for 16 mm bolts arranged as shown. Area of the angular section is 4961 mm^2. Use A36 steel Fy = 248 MPa and Fu = 400 MPa. Standard nominal hole diameter for 16 mm bolt = 17 mm.

Determine the net area of the angular section.
Determine the allowable tension strength of the angular section based on the gross area.
Determine the allowable tensile strength of the angular section based on the effective net area. Reduction factor U = 0.75

50 50 50 50 50 50
100
87.5. 62.5
62.5
!75
37.5

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