1
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
In section, shear centre is a point through which, if the resultant load passes, the section will not be subjected to any
A
Bending
B
Tension
C
Compression
D
Torsion
2
GATE CE 1999
MCQ (Single Correct Answer)
+2
-0.6
Two steel plates each of width $$150$$ $$mm$$ and thickness $$10$$ $$mm$$ are connected with three $$20$$ $$mm$$ diameter rivets is placed in zig-zag pattern. The pitch of the rivet is $$75$$ $$mm$$ and gauge is $$60$$ $$mm.$$ If the allowable tensile stress is $$150$$ $$MPa,$$ the maximum tensile force that the joint can withstand is
A
$$195.66$$ $$kN$$
B
$$195.00$$ $$kN$$
C
$$192.75$$ $$kN$$
D
$$225.00$$ $$kN$$
3
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
The problem of lateral buckling can arise only in those steel beams which have
A
moment of inertia about the bending axis larger than the other
B
moment of inertia about the bending axis smaller than the other
C
fully supported compression flange
D
none of the above
4
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
A steel beam supporting loads from the floors slab as well as from wall is termed as
A
Stringer beam
B
Lintel beam
C
Spandrel beam
D
Header beam
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