99. It is a term used for beam sections where under flexural loads, steel reinforcement will yield first before concrete will fail. a. Under reinforced beam c. Balanced section d. No reinforcement b. Over reinforced beam What should be done if the bar length is not enough for a given beam span? Extrude the bar so that required a. c. Splice the bar and continue until required length. bar length is met b. d. None of the above Bend the bar to have proper development length 100.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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99. It is a term used for beam sections where under flexural loads, steel reinforcement will
yield first before concrete will fail.
a.
Under reinforced beam
Over reinforced beam
c. Balanced section
d. No reinforcement
b.
a.
What should be done if the bar length is not enough for a given beam span?
Extrude the bar so that required
bar length is met
c.
Splice the bar and continue until
required length.
b.
d.
None of the above
Bend the bar to have proper
development length
100.
Transcribed Image Text:99. It is a term used for beam sections where under flexural loads, steel reinforcement will yield first before concrete will fail. a. Under reinforced beam Over reinforced beam c. Balanced section d. No reinforcement b. a. What should be done if the bar length is not enough for a given beam span? Extrude the bar so that required bar length is met c. Splice the bar and continue until required length. b. d. None of the above Bend the bar to have proper development length 100.
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