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ESE 90 DAYS_Metal's Property, Stress and Strain
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Question 1
Which portions of the loaded beam shown in the given figure is subjected to pure bending?
Question 2
As per IS-456:2000, the value of maximum compression strain in concrete in axial compression for limit state of collapse is
Question 3
Consider the following statements with regards to the shear force diagram for the beam ABCD:
1) The beam ABCD is an overhanging beam having supports at A and D only.
2) The beam carries a point load of 20 kN at C
3) The beam carries a concentrated load of 10 kN at the end B
4) The beam is an overhanging beam having supports at C and D only.
5) The beam carries a uniformly distributed load of 70 kN over the left hand portion AC only.
Which of the above statements are correct?
1) The beam ABCD is an overhanging beam having supports at A and D only.
2) The beam carries a point load of 20 kN at C
3) The beam carries a concentrated load of 10 kN at the end B
4) The beam is an overhanging beam having supports at C and D only.
5) The beam carries a uniformly distributed load of 70 kN over the left hand portion AC only.
Which of the above statements are correct?
Question 4
Cleavage is a mode of folding:
1) It is a process where in all internal movements are along shear planes which do not change their position during the entire process.
2) it is a process wherein all internal movements are along shear planes which change their position during the process.
3) The process involves dilation in the vertical direction.
4) The process involves compression in a lateral direction.
Which of the above statements are correct?
1) It is a process where in all internal movements are along shear planes which do not change their position during the entire process.
2) it is a process wherein all internal movements are along shear planes which change their position during the process.
3) The process involves dilation in the vertical direction.
4) The process involves compression in a lateral direction.
Which of the above statements are correct?
Question 5
A beam-column is alternately bent either (1) in single curvature, or (2) in double curvature. The secondary moments induced are to be compared. These are indicated SM2 and SM2 as per the conditions (1) and (2) respectively
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Jul 27ESE & GATE CE
