1
GATE CE 1999
MCQ (Single Correct Answer)
+1
-0.3
For a fixed beam with span $$L,$$ having plastic moment capacity of $${{M_p}}$$, the ultimate central concentrated load will be
A
$${{4{M_P}} \over L}$$
B
$${{{M_P}} \over {8L}}$$
C
$${{6{M_P}} \over L}$$
D
$${{8{M_P}} \over L}$$
2
GATE CE 1994
MCQ (Single Correct Answer)
+1
-0.3
If $$'YY'$$ is the centroidal axis of a $$T$$-beam section, subjected to plastic moment, $${M_P},$$ the neutral axis lies GATE CE 1994 Structural Analysis - Plastic Analysis Question 13 English
A
above $$'ZZ'$$
B
between $$YY$$ and $$ZZ$$
C
between $$XX$$ and $$YY$$
D
between low $$XX$$
3
GATE CE 1993
MCQ (Single Correct Answer)
+1
-0.3
Equilibrium condition, yield conditions $$\left( {M \le {M_p}} \right)$$ and mechanism condition (formation of a plastic collapse mechanism) are the conditions to be satisfied by any correct plastic analysis results. Which of the above conditions does the statical methods of plastic analysis consider?
A
Equilibrium condition alone
B
Equilibrium and mechanism conditions
C
Yield and mechanism conditions
D
Equilibrium and yield conditions
4
GATE CE 1991
MCQ (Single Correct Answer)
+1
-0.3
Number of independent displacement modes (sway mechanisms) for the given frame with the load shown there in are GATE CE 1991 Structural Analysis - Plastic Analysis Question 14 English
A
$$4$$
B
$$1$$
C
$$3$$
D
$$2$$
GATE CE Subjects
Fluid Mechanics and Hydraulic Machines
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Graduate Aptitude Test in Engineering
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CBSE
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