1
GATE CE 2003
+1
-0.3
Muller Breslau Principle in structural analysis is used for
A
Drawing influence line diagram for any force function
B
Writing virtual work equation
C
D
None of these
2
GATE CE 2003
+2
-0.6
A beams $$PQRS$$ is $$18$$ $$m$$ long and is simply supported at points $$Q$$ and $$R$$ $$10$$ $$m$$ apart. overhangs $$PQ$$ and $$RS$$ are $$3$$ $$m$$ and $$5$$ $$m$$ respectively. A train of two point loads of $$150$$ $$kN$$ and $$100$$ $$kN$$, $$5$$ $$m$$ apart, crosses this beam from left to right with $$100$$ $$kN$$ load leading.

During the passage of the loads, the maximum and the minimum reactions at supports $$'R'$$ in $$kN,$$ are respectively

A
$$300$$ and $$-30$$
B
$$300$$ and $$-25$$
C
$$225$$ and $$-30$$
D
$$225$$ and $$-25$$
3
GATE CE 2003
+2
-0.6
A beams $$PQRS$$ is $$18$$ $$m$$ long and is simply supported at points $$Q$$ and $$R$$ $$10$$ $$m$$ apart. overhangs $$PQ$$ and $$RS$$ are $$3$$ $$m$$ and $$5$$ $$m$$ respectively. A train of two point loads of $$150$$ $$kN$$ and $$100$$ $$kN$$, $$5$$ $$m$$ apart, crosses this beam from left to right with $$100$$ $$kN$$ load leading.

The maximum sagging moment under the $$150$$ $$kN$$ load anywhere is

A
$$500$$ $$kN$$-$$m$$
B
$$450$$ $$kN$$-$$m$$
C
$$400$$ $$kN$$-$$m$$
D
$$375$$ $$kN$$-$$m$$
4
GATE CE 2003
+2
-0.6
A beams $$PQRS$$ is $$18$$ $$m$$ long and is simply supported at points $$Q$$ and $$R$$ $$10$$ $$m$$ apart. overhangs $$PQ$$ and $$RS$$ are $$3$$ $$m$$ and $$5$$ $$m$$ respectively. A train of two point loads of $$150$$ $$kN$$ and $$100$$ $$kN$$, $$5$$ $$m$$ apart, crosses this beam from left to right with $$100$$ $$kN$$ load leading.

The maximum hogging moment in the beam anywhere is

A
$$300$$ $$kN$$-$$m$$
B
$$450$$ $$kN$$-$$m$$
C
$$500$$ $$kN$$-$$m$$
D
$$750$$ $$kN$$-$$m$$
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