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Steel structures and design
| 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. |
| Q21 ⇒ A web plate is called unstiffened if the ratio of clear depth to thickness is less than. 85 [other wrong options] [Discuss in forum] |
| Q22 ⇒ The percentage of sulphur in structural steel is
restricted to 0.055 [other wrong options] [Discuss in forum] |
| Q23 ⇒ For rivet diameter upto 25 mm the diameter
of rivet hole is larger than the diameter of
rivet by 5 mm [other wrong options] [Discuss in forum] |
| Q24 ⇒ The imaginary line along which rivets are to
be placed is known as Back line [other wrong options] [Discuss in forum] |
| Q25 ⇒ Fillet weld is not used for joining the parts,
when the angle between fusion faces is Both are correct [other wrong options] [Discuss in forum] |
| Q26 ⇒ The axial load on column which results in a
slight deflected shape of column is called Any of these [other wrong options] [Discuss in forum] |
| Q27 ⇒ The main beam is a beam which supports Both (B) and (C) [other wrong options] [Discuss in forum] |
| Q28 ⇒ The deep structural members subjected to
transverse loads are called Plate girders [other wrong options] [Discuss in forum] |
| Q29 ⇒ One cubic metre of teak wood weighs
approximately 625 kg [other wrong options] [Discuss in forum] |
| Q30 ⇒ The deflection of a beam may be reduced by Providing greater end restraint [other wrong options] [Discuss in forum] |
| Q31 ⇒ The pair of walls constructed on both sides of
abutments to retain the earth banks are
called Wing walls [other wrong options] [Discuss in forum] |
| Q32 ⇒ Special maintenance of bridges is carried out
once in 3 to 5 years [other wrong options] [Discuss in forum] |
| Q33 ⇒ A fillet weld may be termed as. all the above. [other wrong options] [Discuss in forum] |
| Q34 ⇒ When a tension member is made of four angles with a plate as a web, the allowance for holes is made as. two holes for each angle and two holes for the web [other wrong options] [Discuss in forum] |
| Q35 ⇒ Secant formula for direct stress in compression, is applicable only for slenderness ratio upto. 140 [other wrong options] [Discuss in forum] |
| Q36 ⇒ The effective length L of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by. L = 0.85 span [other wrong options] [Discuss in forum] |
| Q37 ⇒ The ratio of shearing stress to shearing strain within elastic limit, is known as. shear modulus of elasticity [other wrong options] [Discuss in forum] |
| Q38 ⇒ When two plates are placed end to end and are joined by two cover plates, the joint is known as. double cover butt joint.v [other wrong options] [Discuss in forum] |
| Q39 ⇒ If the depth of two column sections are equal, then the column splice is provided. none of these. [other wrong options] [Discuss in forum] |
| Q40 ⇒ A compression member consisting of angle sections may be a. all the above. [other wrong options] [Discuss in forum] |
| Or |