A beam with the rectangular cross-section shown is used as a cantilever. The beam has 6 No. 9 reinforcing bars near the top and has 2 No. 4 bars near the bottom of the cross section All reinforcing steel is Grade 60. Concrete compressive strength is 4000 psi. 24 in CROSS SECTION 3 in 14 in ---- 23 in ELEVATION Calculate the bottom reinforcing bar stress at the nominal moment capacity? (enter this value in the box below in ksi)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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In the box below enter the value of design moment capacity in kip-ft.
QUESTION 4
A beam with the rectangular cross-section shown is used as a cantilever. The beam has 6 No. 9 reinforcing bars near the top and has 2 No. 4 bars near the bottom of the cross section. All reinforcing steel is Grade 60. Concrete
compressive strength is 4000 psi.
24 in
CROSS SECTION
→
3 in
14 in
23 in
ELEVATION
Calculate the bottom reinforcing bar stress at the nominal moment capacity? (enter this value in the box below in ksi)
QUESTION 5
Cross section of a reinforced concrete beam under positive moment is given. Concrete compressive strength is 6000 psi. Reinforcing steel is 5 No. 5 bars of Grade 60
Transcribed Image Text:In the box below enter the value of design moment capacity in kip-ft. QUESTION 4 A beam with the rectangular cross-section shown is used as a cantilever. The beam has 6 No. 9 reinforcing bars near the top and has 2 No. 4 bars near the bottom of the cross section. All reinforcing steel is Grade 60. Concrete compressive strength is 4000 psi. 24 in CROSS SECTION → 3 in 14 in 23 in ELEVATION Calculate the bottom reinforcing bar stress at the nominal moment capacity? (enter this value in the box below in ksi) QUESTION 5 Cross section of a reinforced concrete beam under positive moment is given. Concrete compressive strength is 6000 psi. Reinforcing steel is 5 No. 5 bars of Grade 60
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