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About Ph.D. Preliminary Examination: Design: 30 Kip/ft (Dead Load) 20 Kip (Earthquake Load) 5 FT
1. Design the column AB as a reinforced concrete square column and steel box column to resist gravity, wind and crane loads 2. For the concrete column, assume a square cross-section with #5 ties at 15" to resist shear forces 3. For the steel column, assume a welded square box section made of A36 steel plates 1/2" thick 4. Check columns for axial, bending, and combined axial and bending stresses using ACI 318 and AISC specifications
Detailed Information
| Author: | ['David Yermian'] |
|---|---|
| Publication Year: | 2018 |
| Pages: | 5 |
| Language: | English |
| Format: | |
| Price: | FREE |
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