For beams, stirrups are provided for shear reinforcement. In which location should you expect the stirrup spacing to be closest? (a) at the ends or support points (b) between the midspan and ends (c) at the midspan (d) none of the above QUESTION: In the design of singly reinforced beams, the decision used in reporting the final answer for the computed number of rebars at the ideal condition of maximum limit for tension control is, (a) to use rounded down value (b) to use rounded up value (c) to use rounded off value (d) to use exact value QUESTION: These are columns in which the longitudinal bars and concrete core are wrapped with a closely spaced helix. (a) plain concrete pedestal (b) tied columns (c) spiral columns (d) composite columns

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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QUESTION:
For beams, stirrups are provided for shear
reinforcement. In which location should you
expect the stirrup spacing to be closest?
(a) at the ends or support points
(b) between the midspan and ends
(c) at the midspan
(d) none of the above
QUESTION:
In the design of singly reinforced beams, the
decision used in reporting the final answer for
the computed number of rebars at the ideal
condition of maximum limit for tension control
is
(a) to use rounded down value
(b) to use rounded up value
(c) to use rounded off value
(d) to use exact value
QUESTION:
These are columns in which the longitudinal
bars and concrete core are wrapped with a
closely spaced helix.
(a) plain concrete pedestal
(b) tied columns
(c) spiral columns
(d) composite columns
Transcribed Image Text:QUESTION: For beams, stirrups are provided for shear reinforcement. In which location should you expect the stirrup spacing to be closest? (a) at the ends or support points (b) between the midspan and ends (c) at the midspan (d) none of the above QUESTION: In the design of singly reinforced beams, the decision used in reporting the final answer for the computed number of rebars at the ideal condition of maximum limit for tension control is (a) to use rounded down value (b) to use rounded up value (c) to use rounded off value (d) to use exact value QUESTION: These are columns in which the longitudinal bars and concrete core are wrapped with a closely spaced helix. (a) plain concrete pedestal (b) tied columns (c) spiral columns (d) composite columns
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