1
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
For the frame shown in the Fig. the maximum bending moment in the column is, GATE CE 1997 Structural Analysis - Moment Distribution Method Question 10 English
A
Zero
B
$$400$$ $$kN$$-$$m$$
C
$$100$$ $$kN$$-$$m$$
D
$$200$$ $$kN$$-$$m$$
2
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
$${{ML} \over {EI}} = 6\theta $$
3
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
$${{8EI} \over \ell }$$
4
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
$$ + {{PL} \over 4}, + {{PL} \over 4}$$
GATE CE Subjects
EXAM MAP
Medical
NEETAIIMS
Graduate Aptitude Test in Engineering
GATE CSEGATE ECEGATE EEGATE MEGATE CEGATE PIGATE IN
Civil Services
UPSC Civil Service
Defence
NDA
Staff Selection Commission
SSC CGL Tier I
CBSE
Class 12