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- Question
The stiff portion of a bearing stiffener is taken equal to
Options- A. depth of the beam
- B.
th depth of the beam - C.
depth of the beam - D. depth of the beam.
- Correct Answer
- depth of the beam.
- 1. The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to
Options- A. 180 t
- B. 220 t
- C. 230 t
- D. 260 t
- E. 270 t Discuss
- 2. The stress in the wall of a thin cylinder subjected to internal pressure, is
Options- A. hoop compression
- B. shear
- C. torsional shear
- D. hoop tension. Discuss
- 3. In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon :
Options- A. pitch
- B. gauge
- C. diameter of the rivet holes
- D. all the above. Discuss
- 4. Pick up the correct statement from the following:
Options- A. Loaded columns are supported on column bases
- B. Column bases transmit the column load to the concrete foundation
- C. Column load is spread over a large area on concrete
- D. In column bases, intensity of pressure on concrete block is assumed to be uniform
- E. All the above. Discuss
- 5. Pick up the correct statement from the following:
Options- A. The steel beams placed in plain cement concrete, are known as reinforced beams
- B. The filler joists are generally continuous over three-supports only
- C. Continuous fillers are connected to main beams by means of cleat angles
- D. Continuous fillers are supported by main steel beams
- E. All the above. Discuss
- 6. If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
Options- A. d but not less than 0.20 d
- B. 1.25 d but not less than 0.33 d
- C. 1.5 d but not less than 0.33 d
- D. 2.0 d but not less than 0.50 d
- E. 2.5 d but not less than 0.50 d Discuss
- 7. The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is upto a height of
Options- A. the effective span
- B. 1.25 times the effective span
- C. 1.50 times the effective span
- D. 2.0 times the effective span
- E. 2.5 times the effective span. Discuss
- 8. The strength of ISA 125 = 75 x 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is
Options- A. 26,000 kg
- B. 26,025 kg
- C. 26,050 kg
- D. 26,075 kg
- E. 27,000 kg Discuss
- 9. Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is
Options- A. 180
- B. 200
- C. 250
- D. 300
- E. 350 Discuss
- 10. If P is the wind pressure in kg/cm2, v is the velocity in km/hour and K is a constant of proportionality, then
Options- A. P = K/v2
- B. v = K/P2
- C. P = Kv2
- D. P = Kv Discuss
Steel Structure Design problems
Search Results
Correct Answer: 270 t
Correct Answer: hoop tension.
Correct Answer: all the above.
Correct Answer: All the above.
Correct Answer: Continuous fillers are supported by main steel beams
Correct Answer: 1.25 d but not less than 0.33 d
Correct Answer: 1.25 times the effective span
Correct Answer: 26,075 kg
Correct Answer: 350
Correct Answer: P = Kv2
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