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ESE CE: Design of Steel Structures Champion Quiz 5
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Question 1
The problems of lateral buckling can arise only in those steel beams which have
Question 2
Consider the following statements:
Compared to mild steel, aluminium has
1) lesser ductility
2) lesser value of Young’s modulus
3) lesser tensile strength
4) no definite yield point
Which of these statements are correct?
Compared to mild steel, aluminium has
1) lesser ductility
2) lesser value of Young’s modulus
3) lesser tensile strength
4) no definite yield point
Which of these statements are correct?
Question 3
Steel of yield strength 400 MPa has been used in a structure. What is the value of the maximum allowable tensile strength?
Question 4
A tension member consists of two angles placed back to back. For which one of the following configurations, will the load carrying capacity of the tension member be maximum?
Question 5
A reduction in the allowable stress in steel chimney construction is necessary if the temperature exceeds
Question 6
A compound column had been fabricated with 4 angles of ISA 
placed at corners of a square 
The radius of gyration of the angle is 10 mm. For the fabricated column, the overall slenderness ratio is 40. What is the maximum distance between lacing bar attachments at the fabricated columns?
placed at corners of a square The radius of gyration of the angle is 10 mm. For the fabricated column, the overall slenderness ratio is 40. What is the maximum distance between lacing bar attachments at the fabricated columns? Question 7
What is the maximum permissible slenderness ratio for steel ties likely to be subjected to compression due to loads other than seismic loads?
Question 8
Match List-I (Shape of structural) with List-II (Shape factor) and select the correct answer using the codes given below the lists:
List-I
A) Rectangular
B) Circular
C) I-section
D) Diamond
List-II
1) 2.0
2) 1.1 to 1.2
3) 1.5
4) 1.7
List-I
A) Rectangular
B) Circular
C) I-section
D) Diamond
List-II
1) 2.0
2) 1.1 to 1.2
3) 1.5
4) 1.7
Question 9
Collapse moment for the frame shown below has been worked out as 
.
What is the horizontal reaction at A at collapse conditions?
. What is the horizontal reaction at A at collapse conditions?
Question 10
What is the number of plastic hinges formed if an indeterminate beam with redundancy R is to become determinate?
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May 29ESE & GATE CE
