ingle-angle tension member 175 mm x 100 mm x 18 mm has two gage lines in its ong leg and one in the short leg for 16 mm bolts arranged as shown. Area of the angular section is 4961 mm². Use A 36 steel Fy = 248 MPa and F₁ = 400 MPa. Standard ominal hole diam. for 16 mm bolt = 17 mm. Compute the net area of the angular section. Compute the allowable tension strength of the angular section based on the gross area. Compute the allowable tensile strength of the angular section based on the effective net area. Reduction factor u = = 0.75. CIVIL 100 17.5.625 623 475 75 37.5 ENGINEERING - STEEL DESIGN 50 50 50 50 5616

ingle-angle tension member 175 mm x 100 mm x 18 mm has two gage lines in its ong leg and one in the short leg for 16 mm bolts arranged as shown. Area of the angular section is 4961 mm². Use A 36 steel Fy = 248 MPa and F₁ = 400 MPa. Standard ominal hole diam. for 16 mm bolt = 17 mm. Compute the net area of the angular section. Compute the allowable tension strength of the angular section based on the gross area. Compute the allowable tensile strength of the angular section based on the effective net area. Reduction factor u = = 0.75. CIVIL 100 17.5.625 623 475 75 37.5 ENGINEERING - STEEL DESIGN 50 50 50 50 5616

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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