@⇒ Short cut notes / rapid fire notes / best theory of Steel Structures & it's Design ⇒ Civil Engineering Multiple Choice Questions / Objective type questions, MCQ's, with question and answers, download free PDF, short cut notes, rapid fire notes, best theory

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1-Dont try to cram or spend more time here just read it fast and cover syllabus then practice MCQ's cheptor of same topic to check your progress. .

2-Wrong options are also given but dont concentrate there, Right answer is in bold format.

Q1 ⇒ When the length of a tension member is too long.
a bar is used
[other wrong options] [Discuss in forum] 53 -102

Q2 ⇒ For steel members not exposed to weather, the thickness of steel should not be less than.
6 mm
[other wrong options] [Discuss in forum] 67 -11

Q3 ⇒ An imaginary line along which rivets are placed, is known as.
all the above.
[other wrong options] [Discuss in forum] 42 -18

Q4 ⇒ When a large value of radius of gyration is not required.
channel flanges are kept inward
[other wrong options] [Discuss in forum] 44 -8

Q5 ⇒ Bulb angles are used in.
ship building
[other wrong options] [Discuss in forum] 47 -9

Q6 ⇒ Perforated cover plates are particularly suitable for built up sections consisting of.
four angle box section
[other wrong options] [Discuss in forum] 37 -7

Q7 ⇒ When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).
16 t
[other wrong options] [Discuss in forum] 33 -13

Q8 ⇒

Lug angle is.

all the above.
[other wrong options] [Discuss in forum] 30 -5

Q9 ⇒

For simply supported beams, the maximum permitted deflection, is.

1/325 of the span
[other wrong options] [Discuss in forum] 32 -4

Q10 ⇒ A riveted joint many experience.
all the above.
[other wrong options] [Discuss in forum] 27 -7

Q11 ⇒ Water pressure in a 80 cm water main is 10 kg/cm². The minimum thickness of the metal required for the water main, not to be stressed more than 200 kg/cm², is.
2 cm
[other wrong options] [Discuss in forum] 36 -7

Q12 ⇒ Effective length of a column effectively held in position and restrained in direction at one end but neither held in position nor restrained in direction at the other end, is.
2 L
[other wrong options] [Discuss in forum] 42 -6

Q13 ⇒

In a grillage footing, the maximum shear force occurs at the.

centre of base plate
[other wrong options] [Discuss in forum] 40 -20

Q14 ⇒

Cold driven rivets range from.

12 to 22 mm in diameter
[other wrong options] [Discuss in forum] 32 -7

Q15 ⇒ A beam may be designed as a cased beam if.
all the above.
[other wrong options] [Discuss in forum] 25 -12

Q16 ⇒ When the depth of a plate girder is at least n times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if n is.
8
[other wrong options] [Discuss in forum] 38 -4

Q17 ⇒

Rise of a Jack arch is kept about.

1/8 to 1/12 of the span.
[other wrong options] [Discuss in forum] 33 -6

Q18 ⇒ Maximum permissible slenderness ratio of compression members which carry dead and superimposed load, is.
180
[other wrong options] [Discuss in forum] 32 -7

Q19 ⇒ Pick up the correct statement from the following:
All the above.
[other wrong options] [Discuss in forum] 14 -1

Q20 ⇒ On steel structures the dead load is the weight of.
all the above.
[other wrong options] [Discuss in forum] 23 -4

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