Q3: A cast-iron bracket has a cross section and subjected to 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. 48— 50 T 250 50 250 150- 50

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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