Track 2 Output
STAAD.Pro CODE CHECKING - ( IS:801 ) v3.0
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ALL UNITS ARE IN - METE KN (U.N.O.)
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Most critical result and corresponding forces.| MEMBER: 1 SECTION: 60CS40X4 LEN: 3.000 LOC: 0.000 |
| STATUS: FAIL RATIO: 2.148 REF: 6.3 LTB LC: 1 |
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| DESIGN FORCES: |
| Fx:(C) 0.000 Fy: 3.749 Fz: 0.000 |
| Mx: 0.000 My: 0.000 Mz: 2.247 |
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| SECTION PROPERTIES: (Unit: CM) |
| Ag: 5.82000 Az: 3.20000 Ay: 3.36000 |
| Cz: 1.75000 Cy: 3.00000 |
| Iz: 28.20000 Iy: 12.30000 J: 0.29600 |
| Sz: 9.40000 Sy: 5.46000 |
| Rz: 2.20122 Ry: 1.45375 Cw: 162.00003 |
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| MATERIAL INFO: (Unit: MPa) |
| Fy: 250.018 Fu: 449.993 E: 203404.356 G: 77968.401 |
| Cold-formed strength used for compression and bending checks respectively. Fya(compression): 325.621 Fya(bending): 387.521 |
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| DESIGN PROPERTIES: |
| Member Length: 3.000 Lz: 3.000 Ly: 3.000 Lb 3.000 |
Input parameters specified. Note Cb of 0 indicates that this value will be program-calculated.| DESIGN PARAMETERS: |
| Kz: 1.000 Ky: 1.000 NSF: 1.000 Cb: 0.000 |
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| CRITICAL SLENDERNESS: |
| Actual: 0.000 Allowable: 0.000 Ratio: 0.000 |
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STAAD SPACE -- PAGE NO. 7
| CHECKS: | Stresses | |
| | Loc. | Demand | L/C | Actual | Allow |Ratio | Ref CL |
| |(MET) |(KN-MET)| | (MPa) | (MPa) | | |
|--------------|------|--------|------|----------|----------|------|----------|
| Tension | - | - | - | - | 195.372 | - | 6.1 |
| Compression | - | - | - | - | 24.609 | - | 6.6.1.1 |
Bending stress checks at the critical compression and tension fibers for bending about Z.| BendZComp | 0.000| 2.25| 1| 239.014 | 232.512 | 1.028| 6.3 |
| BendZTens | 0.000| 2.25| 1| 239.014 | 232.512 | 1.028| 6.3 |
| BendUnbraced | 0.000| 2.25| 1| 239.014 | 111.292 | 2.148| 6.3 LTB |
| BendYComp | - | - | - | - | 232.512 | - | 6.3 |
| BendYTens | - | - | - | - | 232.512 | - | 6.3 |
Bending stress checks at the web-flange junction.| Bend Web | 0.000| 2.25| 1| 207.145 | 232.512 | 0.891| 6.4.2 |
| Shear Z | - | - | - | - | 100.007 | - | 6.4.1 |
| Shear Y | 0.000| 3.75| 1| 11.158 | 100.007 | 0.112| 6.4.1 |
| Axial+Bend | 0.000| - | 1| - | - | 1.028| 6.7.1(T) |
| Bend+Shear | 0.000| - | 1| - | - | 0.025| 6.4.3 |
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Effective section area used for compression checks and effective modulii used for bending checks.| Effective Section Properties:(cm) |
| Ae: 5.820 SzTop: 9.400 SzBot: 9.400 SyLeft: 7.029 SyRight: 5.467 |
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