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Maximum Moment Of I
Beam Or Channel Around Minor Axis: |
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Calculation: |
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Designer/Checker: |
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Input: |
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(Note: All input Metric units are converted to English units
for the equations below and then the output English units are converted back to
Metric) |
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From AISC F6: |
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This calculation applies to I-shaped members and channels bent
about their minor axis. |
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Width thickness ratio of flange (WTF - ft or m) |
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Limiting slenderness of compact flange (WTFp) |
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Limiting slenderness of noncompact flange (WTFr) |
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Steel yield strength (fy - ksi or MPa) |
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Section modulus of the beam, y axis (Sy - in^3 or mm^3) |
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Plastic section modulus, y axis (Zy - in^3 or mm^3) |
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Width of flange (bf - in or mm) |
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Thickness of flange (tf - in or mm) |
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Output: |
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Maximum moment of the beam, Mu = |
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