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Building Construction problems
1. You are asked to design and supervise a truss for a factory to have spans 6 m to 9 m. The type of the truss you will use, is
Options
A. mansored truss
B. queen post truss
C. king post truss
D. collar truss
E. none of these.
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Correct Answer: king post truss
2. Pick up the correct statement from the following :
Options
A. the pile driven in sand is called sand pile
B. the drilled hole filled with sand is called sand pile
C. the sand piles are used for bearing purposes
D. None of these.
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Correct Answer: the pile driven in sand is called sand pile
3. The arrangement of supporting an existing structure by providing supports underneath, is known as
Options
A. shoring
B. underpinning
C. jacking
D. piling
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Correct Answer: underpinning
4. The 19 cm x 9 cm side of a brick as seen in the wall face, is generally known as
Options
A. stretcher
B. face
C. front
D. header
E. side.
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Correct Answer: stretcher
5. Cavity wall is generally provided for
Options
A. heat insulation
B. sound insulation
C. prevention of dampness
D. all the above.
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Correct Answer: all the above.
6. Depth of lean concrete bed placedat the bottom of a wall footing, is kept
Options
A. 10 cm
B. 15 cm
C. equal to its projection beyond wall base
D. less than its projection beyond wall base.
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Correct Answer: equal to its projection beyond wall base
7. Exposed portions of vertical surface at right angles to the door or window frame, are known as
Options
A. jambs
B. lintels
C. reveals
D. soffits.
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Correct Answer: reveals
8. The opening provided in sloping roof with its top parallel to the roof surface, is called
Options
A. dormer window
B. sky light window
C. lantern window
D. louvered window.
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Correct Answer: sky light window
9. The foundation which consists of a thick reinforced cement slab covering whole area to support heavy concentrated structural loads, is known as
Options
A. combined footing
B. strap footing
C. raft footing
D. none of these.
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Correct Answer: raft footing
10. Rotary drilling
Options
A. is not suitable for deposits containing very coarse gravel
B. hinders the ground water observations and permeability test
C. is not economical for holes of less than 10 cm.
D. all the above.
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Correct Answer: all the above.
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