1
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
A moment $$M$$ of magnitude $$50$$ $$kN$$-$$m$$ is transmitted to a column flange through a bracket by using four $$20$$ $$mm$$ diameter rivets as shown in the figure. The shear force induced in the rivet $$A$$ is GATE CE 2004 Steel Structures - Eccentric Connections Question 1 English
A
$$250$$ $$kN$$
B
$$176.8$$ $$kN$$
C
$$125$$ $$kN$$
D
$$88.4$$ $$kN$$
2
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
A strut in a steel truss is composed of two equal angles $$ISA$$ $$150mm \times 150mm$$ of thickness $$100$$ $$mm$$ connected back-to back to the same side of a gusset plate. The cross sectional area of each angle is $$2921$$ $$m{m^2}$$ and moment of inertia $$\left( {{{\rm I}_{XX}} = {{\rm I}_{YY}}} \right)$$ is $$6335000$$ $$m{m^4}.$$ The distance of the centroid of the angle from its surface $$\left( {{C_x} = {C_y}} \right)$$ is $$40.8$$ $$mm.$$ The minimum radius of gyration of the strut is
A
$$93.2$$ $$mm$$
B
$$62.7$$ $$mm$$
C
$$46.6$$ $$mm$$
D
$$29.8$$ $$mm$$
3
GATE CE 2004
MCQ (Single Correct Answer)
+1
-0.3
In a plate girder, the web plate is connected to the flange plates by fillet welding. The size of the fillet welds is designed to safely resist
A
The bending stresses in the flanges
B
The vertical shear force at the section
C
The horizontal shear force between the flanges and the web plate
D
The forces causing buckling in the web
4
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
If principle stresses in two-dimensional case are $$\left( - \right)\,\,10\,MPa$$ and $$20$$ $$MPa$$ respectively, then maximum shear stress at the point is
A
$$10$$ $$MPa$$
B
$$15$$ $$MPa$$
C
$$20$$ $$MPa$$
D
$$30$$ $$MPa$$
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