1
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 6 English
A
$$100$$ $$kN$$ tension
B
$$100$$ $$kN$$ compression
C
$$80$$ $$kN$$ tension
D
$$80$$ $$kN$$ compression
2
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A steel portal frame has dimensions, plastic moment capacitance and applied loads as shown in the figure. The vertical load is always twice of the horizontal load. The collapse load $$P$$ required for the development of a beam mechanism is GATE CE 2003 Structural Analysis - Plastic Analysis Question 6 English
A
$$3{M_P}/L$$
B
$$4{M_P}/L$$
C
$$6{M_P}/L$$
D
$$8{M_P}/L$$
3
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
The stiffness $$K$$ of a beam deflecting in a symmetric mode, as shown in the figure, is _______ GATE CE 2003 Structural Analysis - Moment Distribution Method Question 6 English
A
$${{EI} \over L}$$
B
$${{2EI} \over L}$$
C
$${{4EI} \over L}$$
D
$${{6EI} \over L}$$
4
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
In a redundant joint model, three bar members are pin connected at $$Q$$ as shown in the figure. Under some load placed at $$Q$$, the elongation of the members $$MQ$$ and $$OQ$$ are found to be $$48$$ $$mm$$ and $$35$$ $$mm$$ respectively. Then the horizontal displacement $$'u'$$ and the vertical displacement $$'v'$$ of the node $$Q,$$ in $$mm,$$ will be respectively, GATE CE 2003 Structural Analysis - Energy Principle Question 6 English
A
$$-6.64$$ and $$56.14$$
B
$$6.64$$ and $$56.14$$
C
$$0.0$$ and $$59.41$$
D
$$59.41$$ and $$0.0$$
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