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Derivation of Formula for Angle Thickness - Seated Connection
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Derivation of Formula for Angle Thickness - Seated ConnectionDerivation of Formula for Angle Thickness - Seated Connection(OP)
Hello! Does anybody know how this formula is derived? I see the Mc/I form of the formula but can't seem to understand why the formula has a 4 in the numerator instead of a 6.
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RE: Derivation of Formula for Angle Thickness - Seated Connection
RE: Derivation of Formula for Angle Thickness - Seated Connection
Using the value of 6 would be for an elastic section modulus Sx.
You are using LRFD with an ultimate limit state in weak axis bending.
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RE: Derivation of Formula for Angle Thickness - Seated Connection
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