1
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
The stiffness $$K$$ of a beam deflecting in a symmetric mode, as shown in the figure, is _______ GATE CE 2003 Structural Analysis - Moment Distribution Method Question 6 English
A
$${{EI} \over L}$$
B
$${{2EI} \over L}$$
C
$${{4EI} \over L}$$
D
$${{6EI} \over L}$$
2
GATE CE 2002
MCQ (Single Correct Answer)
+2
-0.6
A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed end is
A
$$ - W{L^2}/8$$
B
$$ W{L^2}/2$$
C
$$ W{L^2}/12$$
D
$$ W{L^2}/824$$
3
GATE CE 2001
MCQ (Single Correct Answer)
+2
-0.6
The frame below shows three beam elements $$OA, OB$$ and $$OC$$, with identical length $$L$$ and flexural rigidity $$EI$$, subject to an external moment $$M$$ applied at the rigid joint $$O.$$ The correct set of bending moments $$\left\{ {{M_{OA}},\,{M_{O{\bf{B}}}},{M_{OC}}} \right\}$$ GATE CE 2001 Structural Analysis - Moment Distribution Method Question 7 English
A
$$\left\{ {3M/8,\,\,M/8,\,\,4M/8} \right\}$$
B
$$\left\{ {3M/11,\,\,4M/11,\,\,4M/11} \right\}$$
C
$$\left\{ {M/3,\,\,M/3,\,\,M/3} \right\}$$
D
$$\left\{ {3M/7,\,\,0,\,\,4M/7a} \right\}$$
4
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
A propped cantilever beam of span $$'L'$$ is loaded with $$u.d.l$$ of intensity $$w$$/unit length, all through the span. Bending Moment at the fixed end is
A
$$ - W{L^2}/8$$
B
$$ W{L^2}/2$$
C
$$ W{L^2}/12$$
D
$$ W{L^2}/824$$
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