1
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
The force in the member $$DE$$ of the truss shown in the fig. is, GATE CE 1997 Structural Analysis - Truss Question 9 English
A
$$100.0$$ $$kN$$
B
Zero
C
$$35.5$$ $$kN$$
D
$$25.0$$ $$kN$$
2
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
$$ W{L^2}/824$$
3
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
$$200$$ $$kN$$-$$m$$
4
GATE CE 1997
MCQ (Single Correct Answer)
+2
-0.6
The degree of Kinematic Indeterminacy of the rigid frame with clamped ends at $$A$$ and $$D$$ shown in the fig. is GATE CE 1997 Structural Analysis - Indeterminacy Question 4 English
A
$$4$$
B
$$3$$
C
$$2$$
D
Zero
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