1
GATE CE 2015 Set 2
Numerical
+1
-0
A horizontal beam $$ABC$$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $$A$$ (in $$m$$) is GATE CE 2015 Set 2 Structural Analysis - Moment Distribution Method Question 24 English
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2
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
A frame $$ABCD$$ is supported by a roller at $$A$$ and is on a hinge at $$C$$ as shown below. The reaction at the roller end $$A$$ is given by GATE CE 2000 Structural Analysis - Moment Distribution Method Question 17 English
A
$$P$$
B
$$2P$$
C
$${P \over 2}$$
D
Zero
3
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
Identify the correct deflection diagram corresponding to the loading in the plane frame shown below : GATE CE 2000 Structural Analysis - Moment Distribution Method Question 16 English
A
GATE CE 2000 Structural Analysis - Moment Distribution Method Question 16 English Option 1
B
GATE CE 2000 Structural Analysis - Moment Distribution Method Question 16 English Option 2
C
GATE CE 2000 Structural Analysis - Moment Distribution Method Question 16 English Option 3
D
GATE CE 2000 Structural Analysis - Moment Distribution Method Question 16 English Option 4
4
GATE CE 1995
MCQ (Single Correct Answer)
+1
-0.3
If the Shear Force at a section of a beam under bending is equal to zero then the Bending Moment at the section is
A
Zero
B
Max.
C
Min.
D
Max. or Min.
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