1
GATE CE 2022 Set 2
MCQ (Single Correct Answer)
+1
-0.33

For the square steel beam cross-section shown in the figure, the shape factor about Z - Z axis is S and the plastic moment capacity is Mp. Consider yield stress fy = 250 MPa and a = 100 mm.

GATE CE 2022 Set 2 Structural Analysis - Plastic Analysis Question 1 English

The values of S and Mp (rounded off to one decimal place) are

A
S = 2.0, Mp = 100.2 kN-m
B
S = 1.5, Mp = 58.9 kN-m
C
S = 2.0, Mp = 58.9 kN-m
D
S = 1.5, Mp = 100.2 kN-m
2
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
Match the information given in Group $$-$$ $${\rm I}$$ with those in Group $$-$$ $${\rm II}.$$ GATE CE 2014 Set 1 Structural Analysis - Plastic Analysis Question 28 English
A
$$P - 1;\,\,Q - 2;\,\,R - 3;\,\,S - 4$$
B
$$P - 2;\,\,Q - 1;\,\,R - 4;\,\,S - 3$$
C
$$P - 3;\,\,Q - 4;\,\,R - 2;\,\,S - 1$$
D
$$P - 4;\,\,Q - 3;\,\,R - 2;\,\,S - 1$$
3
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
The ultimate collapse load $$(P)$$ in terms of plastic moment $${M_P}$$ by kinematic approach for a propped cantilever of length $$L$$ with $$P$$ acting at its mid-span as shown in the figure, would be GATE CE 2014 Set 1 Structural Analysis - Plastic Analysis Question 27 English
A
$$P = {{2{M_P}} \over L}$$
B
$$P = {{4{M_P}} \over L}$$
C
$$P = {{6{M_P}} \over L}$$
D
$$P = {{8{M_P}} \over L}$$
4
GATE CE 2013
MCQ (Single Correct Answer)
+1
-0.3
As per $$IS$$ $$800:2007$$ the cross-section in which the extreme fiber can reach the yield stress, but cannot develop the plastic moment of resistance due to failure by local buckling is classified as
A
Plastic section
B
Compact section
C
Semi compact section
D
Shear section
GATE CE Subjects
EXAM MAP
Medical
NEETAIIMS
Graduate Aptitude Test in Engineering
GATE CSEGATE ECEGATE EEGATE MEGATE CEGATE PIGATE IN
Civil Services
UPSC Civil Service
Defence
NDA
Staff Selection Commission
SSC CGL Tier I
CBSE
Class 12