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Q3: A cast-iron bracket has a cross section and subjected to loading shown; A) If the compressive stress in top flange is not to exceed (17.5 MPa), what is the moment, the section can take? B) If the section is subjected to a shear force of (100 kN), draw the shear stress distribution over the depth of the section. 50 T 250 50 T 250 150- 50

Q3: A cast-iron bracket has a cross section and subjected to loading shown; A) If the compressive stress in top flange is not to exceed (17.5 MPa), what is the moment, the section can take? B) If the section is subjected to a shear force of (100 kN), draw the shear stress distribution over the depth of the section. 50 T 250 50 T 250 150- 50

Structural Analysis
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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Q3: A cast-iron bracket has a cross section and subjected to loading shown; A) If the compressive stress in top flange is not to exceed (17.5 MPa), what is the moment, the section can take? B) If the section is subjected to a shear force of (100 kN), draw the shear stress distribution over the depth of the section. 50 T 250 50 T 250- 150- 50
Transcribed Image Text:Q3: A cast-iron bracket has a cross section and subjected to loading shown; A) If the compressive stress in top flange is not to exceed (17.5 MPa), what is the moment, the section can take? B) If the section is subjected to a shear force of (100 kN), draw the shear stress distribution over the depth of the section. 50 T 250 50 T 250- 150- 50
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