1
GATE CE 2005
MCQ (Single Correct Answer)
+1
-0.3
An unstiffened web $${\rm I}$$ section is fabricated from a $$10$$ $$mm$$ thick plate by fillet welding as shown in the figure. If yield stress of steel is $$250$$ $$MPa,$$ the maximum shear load that section can take is GATE CE 2005 Steel Structures - Beams Question 6 English
A
$$750$$ $$kN$$
B
$$350$$ $$kN$$
C
$$337.5$$ $$kN$$
D
$$300$$ $$kN$$
2
GATE CE 2005
MCQ (Single Correct Answer)
+1
-0.3
The symmetry of stress tensor at a point in the body under equilibrium is obtained from
A
Conservation of mass
B
Force equilibrium equations
C
Moment equilibrium equations
D
Conservation of energy
3
GATE CE 2005
MCQ (Single Correct Answer)
+1
-0.3
The components of strain tensor at a point in the plane strain case can be obtained by measuring longitudinal strain in following directions.
A
Along any two arbitrary directions
B
Along any three arbitrary directions
C
Along two mutually orthogonal directions
D
Along any arbitrary direction
4
GATE CE 2005
MCQ (Single Correct Answer)
+2
-0.6
The bending Moment diagram for a beam is given below: GATE CE 2005 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 15 English

The shear force at sections $$aa'$$ and $$bb'$$ respectively are of the magnitude

A
$$100$$ $$kN$$, $$150$$ $$kN$$
B
zero $$10$$ $$kN$$
C
zero, $$50$$ $$kN$$
D
$$100$$ $$kN$$, $$100$$ $$kN$$
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