Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Given the beam cross-section in Figure 1 and the material strengths in Table 1, please find:
1. MCR and PCR (Negative bending so the top fiber is in tension)
2. Steel stress before and after cracking (p = A/bd)
3. Curvature after cracking when M = MCR, My, and dy
24"
12"
Figure 1- Beam cross-section
-3#8
-4#4
Table 1- Material strengths
fy
80 ksi
0.2 in²
As #4
d
17.5 in.
fc
As #8
6000 psi
0.79 in²
r bo
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Transcribed Image Text:Given the beam cross-section in Figure 1 and the material strengths in Table 1, please find: 1. MCR and PCR (Negative bending so the top fiber is in tension) 2. Steel stress before and after cracking (p = A/bd) 3. Curvature after cracking when M = MCR, My, and dy 24" 12" Figure 1- Beam cross-section -3#8 -4#4 Table 1- Material strengths fy 80 ksi 0.2 in² As #4 d 17.5 in. fc As #8 6000 psi 0.79 in² r bo
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