- (A) 0.43 d
- (B) 0.55 d
- (C) 0.68 d
- (D) 0.85 d
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- (A) 0.207 /
- (B) 0.293 /
- (C) 0.7071
- (D) 0.793 /
- (A) there will be no settlement of columns
- (B) there will be no differential settlement
- (C) the settlement of exterior columns will be more than interior columns
- (D) the settlement of interior columns will be more than exterior columns
- (A) increases with increase in diameter of bar
- (B) decreases with increase in diameter of bar
- (C) does not depend on diameter of bar
- (D) none of the above
- (A) 35 MPa and 42 MPa
- (B) 42 MPa and 35 MPa
- (C) 42 MPa and 53 MPa
- (D) 53 MPa and 42 MPa
- (A) has a definite yield point
- (B) does not show definite yield point but yield point is defined by 0.1% proof stress
- (C) does not show definite yield point but yield point is defined by 0.2% proof stress
- (D) does not show definite yield point but yield point is defined by 2% proof stress
- (A) plain hot rolled wires
- (B) cold drawn wires
- (C) heat treated rolled wires
- (D) all have same tensile strength
- (A) elastic shortening of concrete
- (B) shrinkage of concrete
- (C) creep of concrete
- (D) loss due to friction
- (A) upper part of the beam
- (B) lower part of the beam
- (C) center
- (D) anywhere
- (A) forces of tension and compression change but lever arm remains unchanged
- (B) forces of tension and compressions remain unchanged but lever arm changes with the moment
- (C) both forces of tension and compres-sion as well as lever arm change
- (D) both forces of tension and compres-sion as well as lever arm remain unchanged
