What can be done if the required development length is restricted by the of constructions? a. Bend the bars c. Splice the bar b. Cut the bars d. None of the above Shear stresses in footings are resisted by the Shear capacity of concrete c. Area of the reinforcing steel d. 4. Flexural stresses in footings are resisted by the __________. a. Shear capacity of concrete c. Both a and b Area of the reinforcing steel d. 33. a. b. Both a and b None of the above None of the above

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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32.
What can be done if the required development length is restricted by the details
of constructions?
a. Bend the bars
c. Splice the bar
b.
Cut the bars
d.
None of the above
Shear stresses in footings are resisted by the
Shear capacity of concrete
c.
Both a and b
Area of the reinforcing steel
d. None of the above
Flexural stresses in footings are resisted by the
Shear capacity of concrete
a.
c. Both a and b
b.
Area of the reinforcing steel
d.
None of the above
The footing area is determined by
Calculating the one-way and
two-way shear
c.
Dividing the factored loads to
the effective soil pressure
None of the above
d.
33.
34.
35.
a.
b.
a.
b. Calculating the steel ratio
Transcribed Image Text:32. What can be done if the required development length is restricted by the details of constructions? a. Bend the bars c. Splice the bar b. Cut the bars d. None of the above Shear stresses in footings are resisted by the Shear capacity of concrete c. Both a and b Area of the reinforcing steel d. None of the above Flexural stresses in footings are resisted by the Shear capacity of concrete a. c. Both a and b b. Area of the reinforcing steel d. None of the above The footing area is determined by Calculating the one-way and two-way shear c. Dividing the factored loads to the effective soil pressure None of the above d. 33. 34. 35. a. b. a. b. Calculating the steel ratio
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