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Nds Timber Design Values: MSR LUMBER

1650f-1.6E to 1950f-1.7E

NDS (National Design Specification) reference design values for visually graded dimension lumber — bending, tension, shear, compression, and modulus of elasticity

Civil Engineeringspecies: MSR LUMBER10 rowsPage 3 of 5
speciesgradeE psi (psi)Emin psi (psi)Fb psi (psi)Fc psi (psi)Ft psi (psi)commercial gradegrading rules agencyproduct categorysize classificationstandardtable id
MSR LUMBER1650f-1.6E1,600,000810,0001,6501,7001,1751650f-1.6EWCLIBMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1650f-1.7E1,700,000860,0001,6501,7501,0201650f-1.7ESPIBMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1700f-1.6E1,600,000810,0001,7001,7251,1751700f-1.6EWCLIBMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1800f-1.5E1,500,000760,0001,8001,7501,3001800f-1.5ENLGAMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1800f-1.6E1,600,000810,0001,8001,7501,1751800f-1.6ENLGA, SPIB, WCLIB, WWPA, NELMAMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1800f-1.8E1,800,000910,0001,8001,7501,2001800f-1.8EWCLIBMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1800f-2.0E2,000,0001,020,0001,8001,7501,1751800f-2.0EWCLIBMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1850f-1.7E1,700,000860,0001,8501,8501,1751850f-1.7ESPIBMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1950f-1.5E1,500,000760,0001,9501,8001,3751950f-1.5ESPIBMSR2" and widerNDS-2018 Supplement4C
MSR LUMBER1950f-1.7E1,700,000860,0001,9501,8001,3751950f-1.7ENLGA, SPIB, WCLIB, WWPA, NELMAMSR2" and widerNDS-2018 Supplement4C

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