Structural Wood Design Using ASD and LRFD - American Wood ...

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ASD-Problem 10Solve for Adjusted StressBending DesignNDS 3.3F′ b := F b_tension. CL . CD . CM . Ct . Cfu . CcF′ b := 2198 psiM positive = 136533 lbf . inf b := M positiveS xxf b := 1769 psif b

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LRFD–Problem 10Solve for Adjusted StressBending DesignNDS 3.3F′ b := λ . φ b. KF_b . Fb_tension . CL . CM . Ct . Cfu . CcF′ b := 3302 psiM positive = 212992 lbf . inf b := M positiveS xxf b := 2759 psif b

Page 1 and 2: Structural Wood Design Using ASD an
Page 3 and 4: LRFD Solution Problem 10Structural
Page 5 and 6: LRFD-Problem 10Member InformationRe
Page 7: LRFD-Problem 10Preliminary Design (

Structural Wood Design Using ASD and LRFD - American Wood ...

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