Practice Test: Question Set - 02
1. The moment of the couple set up in a section of a beam by the longitudinal compressive and tensile force, is known as
- (A) Bending
moment
- (B) Moment
of resistance
- (C) Flexural
stress moment
- (D) None of
these
2. The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at
- (A) The neutral
axis of the section
- (B) 2/3rd of the
depth of the neutral axis from the compression flange
- (C) 2/5th of the
depth of the neutral axis from the compression flange
- (D) 2/5th of the
height of the neutral axis from tension flange
3. Shear buckling of web in a plate girder is prevented by using
- (A) Vertical intermediate stiffener
- (B) Horizontal stiffener at neutral axis
- (C) Bearing stiffener
- (D) None of the above
4. The most commonly used sections in lateral system to carry shear force in built up columns, are
- (A) Rolled steel
flats
- (B) Rolled
angles
- (C) Rolled
channels
- (D) All
the above
5. The stress in the wall of a thin cylinder subjected to internal pressure, is
- (A) Hoop
compression
- (B) Shear
- (C) Torsional
shear
- (D) Hoop tension
6. The risk coefficient k, depends on
- (A) Mean probable design life of structures
- (B) Basic wind speed
- (C) Both (A) and (B)
- (D) None of the above
7. For eccentrically loaded columns, the bending factor is
- (A) Cross-sectional
area of column/Radius of gyration
- (B) Radius of
gyration/Cross-sectional area of column
- (C) Cross-sectional
area of column/Section modulus of the section
- (D) Section
modulus of the section/Cross-sectional area of column
8. The net area of round bars to resist the tension, is the area of cross section at
- (A) Mid-section
- (B) Root of the
thread
- (C) Difference
of (a) and (b)
- (D) None of
these
9. The bracing between two columns of a steel tank will be designed to resist
- (A) Horizontal shear due to wind or earthquake
only
- (B) Horizontal, shear due to wind or earthquake
+ 2.5% of column loads
- (C) Column loads + 2.5% of horizontal shear due
to wind or earthquake
- (D) Column loads + full horizontal shear due to
wind or earthquake
10. A column splice is used to increase
- (A) Length of
the column
- (B) Strength of
the column
- (C) Cross-sectional
area of the column
- (D) None of
these
11. A beam may be designed as a cased beam if
- (A) Section
is of double open channel form with the webs not less than 40 mm apart
- (B) Overall
depth and width of the steel section do not exceed 750 and 450 mm respectively
- (C) Beam is
solidly encased in concrete with 10 mm aggregate having 28 days strength 160
kg/cm2
- (D) All the
above
12. The bracing provided in the plane of end posts is called
- (A) Sway bracing
- (B) Portal bracing
- (C) Top lateral bracing
- (D) Bottom lateral bracing
13. In a built up beam actual bending compressive stress fbc is given by (when y1 is the distance of the edge of the beam from the neutral axis).
- (A) fbc = (M/Ixx) × y1
- (B) fbc = (Ixx/M) × y1
- (C) fbc = (Ixx/M) + y1
- (D) fbc = (M/Ixx) + y1
14. If the thickness of a structural member is small as compared to its length and width, it is classified as
- (A) One
dimensional
- (B) Two
dimensional
- (C) Three
dimensional
- (D) None of
these
15. The statical method of plastic analysis satisfies
- (A) Equilibrium and mechanism conditions
- (B) Equilibrium and plastic moment conditions
- (C) Mechanism and plastic moment conditions
- (D) Equilibrium condition only
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