Concrete members permanently loaded to cause internal stresses that are opposite in direction to those caused by both live and dead loads. The concrete is held in compression. Tension is placed on the reinforcing prior to the placing of concrete. (NSCP Sec. 5.2. 1
A. 25 mm
B. 40 mm
C. 50 mm
D. 65 mm
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A. 2400 N
B. 2400 KN
C. 2400 kg
D. 2400 lbs
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A. Reinforced concrete
B. Air-entrained concrete
C. 54.488 kilograms
D. 56.865 kilograms
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A. 40.636 kilograms
B. 51.388 kilograms
C. 54.488 kilograms
D. 56.865 kilograms
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A. 9.564 kilograms
B. 10.388 kilograms
C. 11.398 kilograms
D. 12.689 kilograms
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A. Orthogonal effect
B. P-delta effect
C. Centroidal effect
D. None of the above
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A. 0.70
B. 0.90
C. 0.80
D. 0.75
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A. 3 times wall thickness, not more than 18”
B. 4 times wall thickness, not more than 20”
C. 5 times wall thickness, not more than 18”
D. 6 times wall thickness, not more than 20”
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A. L/16
B. L/18.5
C. L/21
D. L/8
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A. Jacking force
B. Pre-stressing force
C. Lifting force
D. Driving force
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A. 0.75
B. 0.85
C. Horizontal bracing system
D. Moment resisting frame system
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A. Bearing wall system
B. Building frame system
C. Horizontal bracing system
D. Moment resisting frame system
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A. 0.70
B. 0.90
C. 0.80
D. 0.75
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A. K-factors
B. Radius of gyration
C. Length
D. Cross-sectional area
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A. the effect of creep on deflections due to sustained loadings
B. the effect of cracks on the tension side
C. the effect of yield line patterns on members
D. the effect of stirrup reinforcement on axial loads
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A. creep
B. deflection
C. buckling
D. fatigue
E. overload
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A. A,B,C
B. A,B,D
C. B,C,D
D. A,B,C,D
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A. 1.4 DL + 1.7 LL
B. 0.9 DL + 1.3 LL
C. 1.4 DL + 1.4 LL
D. 1.5 DL + 1.87 LL
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A. Shear and moment diagram
B. Distribution of horizontal shear
C. Stability against overturning
D. Horizontal-torsional moments
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A. Wall footing
B. Mat foundation
C. Isolated pad footing
D. Combined footing
E. Cantilever
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A. Diaphragm strut
B. Collector
C. Diaphragm chord
D. Braced frame
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A. diaphragm
B. truss
C. braced frame
D. platform
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