1
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 15 English
A
GATE CE 2000 Structural Analysis - Moment Distribution Method Question 15 English Option 1
B
GATE CE 2000 Structural Analysis - Moment Distribution Method Question 15 English Option 2
C
GATE CE 2000 Structural Analysis - Moment Distribution Method Question 15 English Option 3
D
GATE CE 2000 Structural Analysis - Moment Distribution Method Question 15 English Option 4
2
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of length $$L$$ and a cross section with shape factor $$'f'$$ supports a concentrated load $$P$$ as shown below:

The length $${L_P}$$ of the plastic zone, when the maximum bending moment, equals the plastic moment $${M_P}$$, given by

GATE CE 2000 Structural Analysis - Plastic Analysis Question 9 English
A
$${{{L_P}} \over L} = {1 \over f}$$
B
$${{{L_P}} \over L} = L\left( {1 - f} \right)$$
C
$${{{L_P}} \over L} = 1 - {1 \over {\sqrt f }}$$
D
$${{{L_P}} \over L} = 1 - {1 \over f}$$
3
GATE CE 2000
MCQ (Single Correct Answer)
+2
-0.6
The ruling minimum radius of horizontal curve of a national highway in plain terrain for a ruling design speed of 100 km/hour with e = 0.07 and f = 0.15 is close to
A
250 m
B
360 m
C
36 m
D
300 m
4
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
Width of carriage way for a single lane is recommended to be
A
7.5 m
B
7.0 m
C
3.75 m
D
5.5 m
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