6. To avoid shear failure, which type of steel bar should be arranged in concrete beam ( )? A. Longitudinal tensile reinforcements B. Stirrups and bending steel bars C. Longitudinal compressive reinforcements D. Longitudinal structural reinforcements
6. To avoid shear failure, which type of steel bar should be arranged in concrete beam ( )? A. Longitudinal tensile reinforcements B. Stirrups and bending steel bars C. Longitudinal compressive reinforcements D. Longitudinal structural reinforcements
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Subject: Reinforced Concrete Structures exam

Transcribed Image Text:6. To avoid shear failure, which type of steel bar should be arranged in
concrete beam (
)?
A. Longitudinal tensile reinforcements
B. Stirrups and bending steel bars
C. Longitudinal compressive reinforcements
D. Longitudinal structural reinforcements
7. The stability coefficient of axial compression members is mainly related to
( ).
A. Concrete strength
B. Reinforcement ratio
C. Slenderness ratio
D. Load
8. In the following items, which corresponds to the ultimate limit state of
structure ( )
A. Safety B. Serviceability C. Durability D. None of the above
9. R is structural resistance, and S is load effect. If R-S<0, ( )?
A. The structure is in a limit state
B. The structure is in failure state
D. None of the above
C. The structure is in a reliable state
10. In general, when the ratio between the long span (12) and short span (1₁) for
), the slab is considered as the one-way slab.
a RC slab is (
A. 12/11<2
B. 12/11 2
C. 12/11<3
D. 12/11 3
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