1
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
List - $${\rm I}$$ shows different loads acting on a beam and list - $${\rm II}$$ shows different bending moment distributions. Match the load with the corresponding bending moment diagram. GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 10 English 1 GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 10 English 2
A
$$A - 4,\,\,B - 2,\,\,C - 1,\,\,D - 3$$
B
$$A - 5,\,\,B - 4,\,\,C - 1,\,\,D - 3$$
C
$$A - 5,\,\,B - 5,\,\,C - 3,\,\,D - 1$$
D
$$A - 2,\,\,B - 4,\,\,C - 1,\,\,D - 3$$
2
GATE CE 2003
MCQ (Single Correct Answer)
+1
-0.3
A curved number with a straight vertical leg is carrying a vertical load at $$Z,$$ as shown in the figure. The stress resultants in the $$XY$$ segment are. Bending movement, shear force and axial force GATE CE 2003 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 13 English
A
Bending moment and axial force only
B
Bending moment and shear force only
C
Axial force only
D
Bending moment only
3
GATE CE 2003
MCQ (Single Correct Answer)
+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
$$750$$ $$kN$$-$$m$$
4
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A truss, as shown in the figure, is carrying $$180$$ $$kN$$ load at node $${L_2}.$$ The force in the diagonal member $${M_2}{U_4}$$ will be GATE CE 2003 Structural Analysis - Truss Question 7 English
A
$$100$$ $$kN$$ tension
B
$$100$$ $$kN$$ compression
C
$$80$$ $$kN$$ tension
D
$$80$$ $$kN$$ compression
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