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1
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
Bending moments at joint $$b$$ and $$C$$ of the portal frame are respectively, GATE CE 1996 Structural Analysis - Moment Distribution Method Question 11 English
A
$$ + {{PL} \over 2}, - {{PL} \over 2}$$
B
$$ + {{PL} \over 2}, + {{PL} \over 2}$$
C
$$ + {{PL} \over 4}, - {{PL} \over 4}$$
D
$$ + {{PL} \over 4}, + {{PL} \over 4}$$
2
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
Rotational stiffness-coefficient, $${K_{11}}$$ for the frame having two members of equal $$EI/L$$ is given by. GATE CE 1996 Structural Analysis - Moment Distribution Method Question 12 English
A
$${{5EI} \over \ell }$$
B
$${{6EI} \over \ell }$$
C
$${{7EI} \over \ell }$$
D
$${{8EI} \over \ell }$$
3
GATE CE 1996
MCQ (Single Correct Answer)
+2
-0.6
$$M$$-$$\theta $$ relationship for a simply supported beam shown below is given by GATE CE 1996 Structural Analysis - Moment Distribution Method Question 13 English
A
$${{ML} \over {EI}} = 2\theta $$
B
$${{ML} \over {EI}} = 3\theta $$
C
$${{ML} \over {EI}} = 4\theta $$
D
$${{ML} \over {EI}} = 6\theta $$
4
GATE CE 1995
MCQ (Single Correct Answer)
+2
-0.6
The magnitude of the bending Moment at the fixed support of the beam is equal to GATE CE 1995 Structural Analysis - Moment Distribution Method Question 14 English
A
$$P.$$ $$a$$
B
$$P.$$ $$a/2$$
C
$$P.$$ $$b$$
D
$$P.$$ $$(a+b)$$
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