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| def | __init__ (self, name, b, h, Cr=1.0) |
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| def | __init__ (self, name, Cr=1.0) |
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| def | updateLoadDurationFactor (self, CD) |
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| def | setupULSControlVars (self, elems, chiN=1.0, chiLT=1.0, FcE=(0.0, 0.0), FbE=0.0) |
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| def | getCompressiveStrength (self) |
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| def | getTensileStrength (self) |
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| def | getFlexuralStrength (self, majorAxis=True, chiLT=1.0) |
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| def | getShearStrength (self, majorAxis=True) |
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| def | getAxialEfficiency (self, Nd, chiN) |
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| def | getFlexuralEfficiency (self, Md, chiLT, majorAxis=True) |
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| def | getBiaxialBendingEfficiency (self, Nd, Myd, Mzd, FcE=None, FbE=None, chiN=1.0, chiLT=1.0) |
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| def | getYShearEfficiency (self, Vy) |
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| def | getZShearEfficiency (self, Vz) |
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| def | checkUniaxialBendingForElement (self, elem, nmbComb) |
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| def | checkBiaxialBendingForElement (self, elem, nmbComb) |
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| def | checkYShearForElement (self, elem, nmbComb) |
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| def | checkZShearForElement (self, elem, nmbComb) |
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| def | getRequiredRestraint (self) |
| |
Wood structural cross-section.