Practice Test: Question Set - 07
1. The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is
- (A) L
- (B) 0.67 L
- (C) 0.85 L
- (D) 1.5 L
2. Working shear stress on the gross area of a rivet as recommended by Indian Standards, is
- (A) 785 kg/cm2
- (B) 1025 kg/cm2
- (C) 2360 kg/cm2
- (D) None of
these
3. The least dimension in case of a circular column of diameter ‘D’ is taken as
- (A) 0.5 D
- (B) 0.68 D
- (C) 0.88 D
- (D) D
4. The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by
- (A) Pc = π2EI/l2
- (B) Pc = πEI/l2
- (C) Pc = πEI/I2
- (D) None of
these
5. Length of an outstanding leg of a vertical stiffener, may be taken equal to
- (A) 1/10th of
clear depth of the girder plus 15 mm
- (B) 1/20th of
clear depth of the girder plus 20 mm
- (C) 1/25th of
clear depth of the girder plus 25 mm
- (D) 1/30th of
clear depth of the girder plus 50 mm
6. In case of plastic design, the calculated maximum shear capacity of a beam as per IS: 800 shall be
- (A) 0.55 Aw.fy
- (B) 0.65 Aw.fy
- (C) 0.75 Aw.fy
- (D) 0.85 Aw.fy
Where, Aw = effective cross-sectional area
resisting shear fy = yield stress of the steel
7. If the depth of two column sections is equal, then the column splice is provided
- (A) With filler
plates
- (B) With bearing
plates
- (C) With filler
and hearing plates
- (D) None of
these
8. On steel structures the dead load is the weight of
- (A) Steel work
- (B) Material
fastened to steel work
- (C) Material
supported permanently
- (D) All the
above
9. A steel beam supporting loads from the floor slab as well as from wall is termed as
- (A) Stringer beam
- (B) Lintel beam
- (C) Spandrel beam
- (D) Header beam
10. The area Ap of cover plates in one flange of a built up beam, is given by
- (A) Ap
= Zreqr + Zbeam/h
- (B) Ap
= Zreqr + Zbeam/A
- (C) Ap
= Zreqr × Zbeam/h
- (D) Ap
= Zreqr - Zbeam/h
11. The economical depth d of a web plate in which allowable bearing stress is fb, and the maximum bending moment is M, as suggested by Rawater and Clark, is
- (A) d = ∛(M/fb)
- (B) d = 1.5 ∛(M/fb)
- (C) d = 2.5 ∛(M/fb)
- (D) d = 4.5 ∛(M/fb)
12. Bending compressive and tensile stresses respectively are calculated based on
- (A) Net area and gross area
- (B) Gross area and net area
- (C) Net area in both cases
- (D) Gross area in both cases
13. The thickness ‘t’ of a single flat lacing should not be less than
- (A) 1/30th
length between inner end rivets
- (B) 1/40th
length between inner end rivets
- (C) 1/50th
length between inner end rivets
- (D) 1/60th
length between inner end rivets
14. Minimum pitch of the rivets shall not be less than
- (A) 1.5 d
- (B) 2.0 d
- (C) 2.5 d
- (D) 3.0 d
Where d is gross diameter of rivet
15. Tongue plates are provided in a steel girder at
- (A) The upper
flange
- (B) The lower
flange
- (C) The upper
end of the web
- (D) The upper
and lower ends of the web
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