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SPColumn Example 5:
SPColumn Example 5:
- Seda Ozdemir (Unlicensed)
- Cagin Yakar
Owned by Seda Ozdemir (Unlicensed)
Verify the pure bending moment capacity of the section specified below:
Section dimensions:
bw=12 in
h= 28 in
Material properties:
f’c=4 ksi
εc= 0.003 in/in
β1= 0.85
Reinforcement parameters:
As= 6 in2
A's= 2 in2
fy=60 ksi
d (effective depth)= 26 in
εy= 0.002068 in/in
Library link: https://openbrim.org/objidq9f70gb2j8jzzevxf8gnj8.libobj
Result Comparison
Output Parameters | Description | spColumn | BDS | Percent Difference |
|---|---|---|---|---|
β1 |
| 0.85 | 0.85 | 0% |
εt |
| 0.00796 | 0.00796 | 0% |
c (in) | N.A. depth | 7.12 | 7.12 | 0% |
φ | Capacity reduction factor | 0.90 | 0.90 | 0% |
φMn (kip-ft) | Moment capacity | 629.04 | 629.04 | 0% |
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