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About Chap 12 Combined Axial and Bending PDF
Pn = 1,000 kips (AISC Table 1-2) (c) Braced Frame M1 = -100 kip-ft M2 = 200 kip-ft Cm = 0.6 + 0.4(M1/M2) = 0.8 Mu = CmM2 = 0.8 x 200 = 160 kip-ft Pu/Pn + Mu/Mn ≤ 1 600/1,000 + 160/275 ≤ 1 0.6 + 0.58 ≤ 1 The member is acceptable. 12 10/29/2015 Example 12.10.2 Invest
Detailed Information
| Author: | ['aef'] |
|---|---|
| Publication Year: | 2019 |
| Pages: | 24 |
| Language: | English |
| Format: | |
| Price: | FREE |
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