PROBLEM 1: The vertical member consists of 2 (two) unequal legs with long legs back to back are welded to the 8 mm thíck gusset plate. Size of angle = 75 mm x 50 mm x 6 mm thíck. Area of two angles = 1535 mm2 Weld thickness = 5 mm Fy = 248 MPa F= 400 MPa U= 0.82 (reduction factor) Fw= 485 MPa (E 70 xx electrodes) y = 25 mm O Determine tensile strength of the angular section. ® Determine the length of 5 mm fillet weld Li so that each fillet weld is equally stress in shear. Determine the length of 5 mm fillet weld L2 so that each fillet weld is equally stress in shear.

PROBLEM 1: The vertical member consists of 2 (two) unequal legs with long legs back to back are welded to the 8 mm thíck gusset plate. Size of angle = 75 mm x 50 mm x 6 mm thíck. Area of two angles = 1535 mm2 Weld thickness = 5 mm Fy = 248 MPa F= 400 MPa U= 0.82 (reduction factor) Fw= 485 MPa (E 70 xx electrodes) y = 25 mm O Determine tensile strength of the angular section. ® Determine the length of 5 mm fillet weld Li so that each fillet weld is equally stress in shear. Determine the length of 5 mm fillet weld L2 so that each fillet weld is equally stress in shear.

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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