SN value = 20 1. A contractor, despite of the adequate computation of the structural engineer, doubts that the L section below (blue) is adequate to be used. So, as a precaution, he added a plate (of the same material), at the bottom of the section, by fully welding it. Take M = 50 kN-m (with an angle of 30 degrees from the horizontal), solve for the ff: 10 i 50+SN 10 200 M +Z PLATE 20 50+SN 10 Solve for the magnitude of maximum compressive and tensile stress in MPa.

SN value = 20 1. A contractor, despite of the adequate computation of the structural engineer, doubts that the L section below (blue) is adequate to be used. So, as a precaution, he added a plate (of the same material), at the bottom of the section, by fully welding it. Take M = 50 kN-m (with an angle of 30 degrees from the horizontal), solve for the ff: 10 i 50+SN 10 200 M +Z PLATE 20 50+SN 10 Solve for the magnitude of maximum compressive and tensile stress in MPa.

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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