1
GATE CE 2013
Numerical
+2
-0
A uniform beam weighing $$1800$$ $$N$$ is supported at $$E$$ and $$F$$ by cable $$ABCD$$. Determine the tension (in $$N$$) in segment $$AB$$ of this cable (correct to $$1$$-decimal place). Assume the cables $$ABCD$$, $$BE$$ and $$CF$$ to be weightless ________ GATE CE 2013 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 16 English
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2
GATE CE 2013
MCQ (Single Correct Answer)
+1
-0.3
The ‘'plane section remains plane’' assumption in bending theory implies:
A
Strain profile is linear
B
Stress profile is linear
C
Both strain and stress profiles are linear
D
Shear deformations are neglected
3
GATE CE 2013
Numerical
+2
-0
All members in the rigid-jointed frame shown are prismatic and have the same flexural stiffness $$EI$$. Find the magnitude of the bending moment at $$Q$$ (in ݇ܰ݉$$kN$$-$$m$$) due to the given loading _______________ GATE CE 2013 Structural Analysis - Moment Distribution Method Question 20 English
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4
GATE CE 2013
Numerical
+2
-0
A propped cantilever made of a prismatic steel beam is subjected to a concentrated load $$P$$ at mid span as shown. GATE CE 2013 Structural Analysis - Plastic Analysis Question 24 English

If load $$P=80$$ $$kN,$$ find the reaction ܴ$$R$$ (in $$kN$$) (correct to $$1$$-decimal place)using elastic analysis ___________

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