1
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Vertical reaction developed at $$B$$ in the frame below due to the applied load of $$100$$ $$kN$$ (with $$150,000$$ $$m{m^2}$$ cross- sectional area and $$3.125 \times {10^9}$$ $$m{m^4}$$ moment of inertia for both members) is GATE CE 2006 Structural Analysis - Moment Distribution Method Question 3 English
A
$$5.9$$ $$kN$$
B
$$30.2$$ $$kN$$
C
$$66.3$$ $$kN$$
D
$$94.1$$ $$kN$$
2
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Carry-over factor $${C_{AB}}$$ for the beam shown in the figure below is GATE CE 2006 Structural Analysis - Moment Distribution Method Question 1 English
A
$$1/4$$
B
$$1/2$$
C
$$3/4$$
D
$$1$$
3
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
When the triangular section of a beam as shown below becomes a plastic hinge, the compressive force acting on the section (with $${\sigma _y}$$ denoting the yield stress) becomes GATE CE 2006 Structural Analysis - Plastic Analysis Question 4 English
A
$${{bh{\sigma _y}} \over 4}$$
B
$${{2bh{\sigma _y}} \over 9}$$
C
$${{bh{\sigma _y}} \over 2}$$
D
$${{bh{\sigma _y}} \over 3}$$
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