GATE CE 2003 | GATE CE Year Wise Previous Years Questions

GATE CE 2003

MCQ (Single Correct Answer)

-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 4 English

GATE CE 2003 Structural Analysis - Energy Principle Question 4 English

$$-6.64$$ and $$56.14$$

$$6.64$$ and $$56.14$$

$$0.0$$ and $$59.41$$

$$59.41$$ and $$0.0$$

GATE CE 2003

MCQ (Single Correct Answer)

-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 5 English

GATE CE 2003 Structural Analysis - Moment Distribution Method Question 5 English

$${{EI} \over L}$$

$${{2EI} \over L}$$

$${{4EI} \over L}$$

$${{6EI} \over L}$$

GATE CE 2003

MCQ (Single Correct Answer)

-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 5 English

GATE CE 2003 Structural Analysis - Plastic Analysis Question 5 English

$$3{M_P}/L$$

$$4{M_P}/L$$

$$6{M_P}/L$$

$$8{M_P}/L$$

GATE CE 2003

MCQ (Single Correct Answer)

-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 1 English

GATE CE 2003 Structural Analysis - Truss Question 1 English

$$100$$ $$kN$$ tension

$$100$$ $$kN$$ compression

$$80$$ $$kN$$ tension

$$80$$ $$kN$$ compression

GATE CE Papers

2018