Discussion
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- Question
The bending moment for filler joists at the middle of at intermediate span, is
Options- A.
- B.
- C.
- D.
- E.
- Correct Answer
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- 1. The moment of the couple set up in a section of a beam by the logitudinal compressive and tensile force, is known as
Options- A. bending moment
- B. moment of resistance
- C. flexural stress moment
- D. none of these. Discuss
- 2. A major beam in a building structure, is known as
Options- A. a girder
- B. a floor beam
- C. a main beam
- D. all the above. Discuss
- 3. For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of
Options- A. the section
- B. the section plus area of rivet holes
- C. the section minus area of rivet holes
- D. tthe section multiplied by the area of the rivet hole. Discuss
- 4. If the slenderness ratio is greater than 160, the allowable stress in axial compression is multiplied by a factor (1.2 - (l/xy) where x is
Options- A. 200
- B. 400
- C. 600
- D. 800
- E. 1000 Discuss
- 5. A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is
Options- A. < 19
- B. < 24
- C. > 19
- D. > 24
- E. > 37 Discuss
- 6. The effective length of a compression member of length L, held in position and restrained in direction at both ends, is
Options- A. L
- B. 0.67 L
- C. 0.85 L
- D. 1.5 L
- E. 2 L Discuss
- 7. The rivets which are heated and then driven in the field, are known
Options- A. power driven shop rivets
- B. power driven field rivets
- C. hand driven rivets
- D. cold driven rivets
- E. field rivets. Discuss
- 8. A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
Options- A. 180
- B. 200
- C. 250
- D. 300
- E. 350 Discuss
- 9. An axial loaded column is supported on a slab base whose projection is 8 cm. If the intensity of pressure from concrete is 40 kg/cm2 and allowable bending stress in slab base is 1890 kg/cm2, the thickness (t) of the slab base, is
Options- A.
- B.
- C.
- D.
Discuss
- 10. The most commonly used sections in lateral system to carry shear force in built up columns, are
Options- A. rolled steel flats
- B. rolled angles
- C. rolled channels
- D. all the above. Discuss
Steel Structure Design problems
Search Results
Correct Answer: moment of resistance
Correct Answer: all the above.
Correct Answer: the section minus area of rivet holes
Correct Answer: 800
Correct Answer: < 24
Correct Answer: 0.67 L
Correct Answer: power driven field rivets
Correct Answer: 350
Correct Answer:
Correct Answer: all the above.
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