W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/... · 2014. 5. 23. · BEAM...
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BEAM DIAGRAMS AND FORMULAS For Various Static Loading Conditions, AISC ASD 8 th ed. ARCH 331 1 of Note Set 8.2 Su2012abn W = wl 2 W = wl 2
Transcript of W = wl 2 W = wlfaculty-legacy.arch.tamu.edu/anichols/index_files/... · 2014. 5. 23. · BEAM...
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BEAM DIAGRAMS AND FORMULAS For Various Static Loading Conditions, AISC ASD 8th
ed.
ARCH 331 1 of Note Set 8.2 Su2012abn
W = wl 2
W = wl 2
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Note Set 8.2 (page 2)
ARCH 331 2 of Note Set 8.2 Su2012abn
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Note Set 8.2 (page 3)
ARCH 331 3 of Note Set 8.2 Su2012abn
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Note Set 8.2 (page 4)
ARCH 331 4 of Note Set 8.2 Su2012abn
W = wl 2
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Note Set 8.2 (page 5)
ARCH 331 5 of Note Set 8.2 Su2012abn
NOTE: For a negative value of x, deflection is upward.
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Note Set 8.2 (page 6)
ARCH 331 6 of Note Set 8.2 Su2012abn
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Note Set 8.2 (page 7)
ARCH 331 7 of Note Set 8.2 Su2012abn