Q.No.3: Determine the ACI design moment capacity =60000 psi. Also draw the strain diagram? 4 #9 bars (4.00 in.2) Figure 2: Be

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Chapter10: Plate Girders
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Q.No.3: Determine the ACI design moment capacity of the beam shown in the Figure 2 if the fe=4000 psi and
fy=60000 psi. Also draw the strain diagram?
4 #9 bars
(4.00 in.2).
-15 in.-
24 in.
27 in.
43 in.
Figure 2: Beam Cross section:
Transcribed Image Text:Q.No.3: Determine the ACI design moment capacity of the beam shown in the Figure 2 if the fe=4000 psi and fy=60000 psi. Also draw the strain diagram? 4 #9 bars (4.00 in.2). -15 in.- 24 in. 27 in. 43 in. Figure 2: Beam Cross section:
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