1
GATE CE 1998
MCQ (Single Correct Answer)
+2
-0.6
The plastic modulus of a section is $$4.8 \times {10^{ - 4}}\,\,{m^3}.$$ The shape factor is $$1.2$$. The plastic moment capacity of the section is $$120$$ $$kN$$-$$m.$$ The yield stress of the material is
A
$$100$$ $$MPa$$
B
$$240$$ $$MPa$$
C
$$250$$ $$MPa$$
D
$$300$$ $$MPa$$
2
GATE CE 1998
MCQ (Single Correct Answer)
+2
-0.6
The strain energy stored in member $$'AB'$$ of the pin jointed truss shown aside when $$'E'$$ and $$'A'$$ are same for all members is GATE CE 1998 Structural Analysis - Energy Principle Question 13 English
A
$${{2{P^2}L} \over {AE}}$$
B
$${{{P^2}L} \over {AE}}$$
C
$${{{P^2}L} \over {2AE}}$$
D
Zero
3
GATE CE 1998
MCQ (Single Correct Answer)
+2
-0.6
A three hinged arch shown in Figure is quarter of a circle. If the vertical and horizontal components of reaction at $$A$$ are equal, the value of $$\theta $$ is GATE CE 1998 Structural Analysis - Arches and Cable Question 5 English
A
$${60^ \circ }$$
B
$${45^ \circ }$$
C
$${30^ \circ }$$
D
None in ($${0^ \circ },$$ $${90^ \circ }$$)
4
GATE CE 1998
MCQ (Single Correct Answer)
+2
-0.6
For a highway with a design speed of 100kmph, the safe OSD is assume acceleration as 0.53 $$m/sec^2$$. the road is two lane with two way traffic. User other specifications as per IRC
A
300m
B
750m
C
320m
D
470m
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