1
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
A bracket connection is made with four bolts of $$10$$ $$mm$$ diameter and supports a load of $$10$$ $$kN$$ a an eccentricity of $$100$$ $$mm.$$ The maximum force to be resisted by any bolt will be GATE CE 2007 Steel Structures - Eccentric Connections Question 6 English
A
$$5$$ $$kN$$
B
$$6.5$$ $$kN$$
C
$$6.8$$ $$kN$$
D
$$7.16$$ $$kN$$
2
GATE CE 2007
MCQ (Single Correct Answer)
+5
-1.5
A steel flat of rectangular section of size $$70 \times 6\,\,mm$$ is connected to a gusset plate by three bolts each having a shear capacity of $$15$$ $$kN$$ in holes having diameter $$11.5$$ $$mm.$$ If the allowable tensile stress in the flat is $$150$$ $$MPa,$$ the maximum tension that can be applied to the flat is GATE CE 2007 Steel Structures - Tension Members Question 3 English
A
$$42.30$$ $$kN$$
B
$$52.65$$ $$kN$$
C
$$59.50$$ $$kN$$
D
$$63.00$$ $$kN$$
3
GATE CE 2007
MCQ (Single Correct Answer)
+1
-0.3
An axially loaded bar is subjected to a normal stress of $$173$$ $$MPa.$$ The maximum shear stress in the bar is
A
$$75$$ $$MPa$$
B
$$86.5$$ $$MPa$$
C
$$100$$ $$MPa$$
D
$$122.3$$ $$MPa$$
4
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
The shear stress at the neutral axis in a beam of triangular section with a base of $$40$$ $$mm$$ and height $$20$$ $$mm,$$ subjected to a shear force of $$3$$ $$kN$$ is
A
$$3$$ $$MPa$$
B
$$6$$ $$MPa$$
C
$$10$$ $$MPa$$
D
$$20$$ $$MPa$$
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