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Temperature Range T<_100°F NOS 2018.TaWe2.3.3 <br /> Incised? No NOS 2018.C14.3.8 <br /> (APA TT-082.'True(Shear-Free)and Apparent Moduli of <br /> DirectlyConsider Shear Deflection? No Ciasb6ty•llhtt s//wraapi.svodorg/publication-search? <br /> cT-tt-082a(d=1) <br /> Deflection Limit Absolute Limit O,,,ax = 1 in <br /> Live/Short-term Deflection Limit (L/)sT = 360 18C,TaNe 16043 <br /> Long Term Deflection Limit (L/)LT = 240 <br /> Double U Deflection Limits for (International Su Id ng Code 2018,Table 1604.3)(hllps <br /> Yes codes iccsafe.org/contenV18C2018/chapter-l6-structural. <br /> Cantilevers? design) <br /> Advanced Design Criteria <br /> Adjusted Allowable Bending Stress Limit Fe niax = 0 ps; <br /> Adjusted Allowable Shear Stress Limit Fo,rnax = 0 psi <br /> Member Properties <br /> Width of One Ply b= 7.63 in <br /> Total Width blot = 7.63 in <br /> Depth d= 12 in <br /> Cross-Sectional Area A= 91.5 in' <br /> Strong Axis Moment of Inertia I. = 1100 ill' <br /> Weak Axis Moment of Inertia Ivy= 443 in <br /> Section Modulus S= 183 ins <br /> i <br /> Type of Wood Product Type= Dimension Lumber <br /> Sawn Lumber Provisions Apply? S.Lbr= Yes NOS 2018,Ch.4 <br /> Species/Brand Species= Custom Species <br /> Grade Grade= Custom Species <br /> Shear Deflection Must be Checked? ek.Ashear =No Manufacturer Lterawre <br /> Is Wane Reduction Factor Relevant for Wane? = No NOS 2018 Supp!ement,Table SAC <br /> Grade? <br /> Is Repeating Member Factor Relevant for Rep? = Yes NOS 2018 <br /> Product? <br /> Member is Typically Spaced Regularly? Reg.Sp? = No <br /> = 2000 psi strOengthB Supplement ffab!e 58 for reduct'on in deep gluram <br /> Base Allowable Bending Stress Fb <br /> NOS 2018 Supplement(Table 58 for reduction in deep gluram <br /> Base Allowable Negative Bending Stress Fe = 2000 psi strength) <br /> Base Allowable Shear Stress Fa = 67 psi NOS 2018 Supplement <br /> Base Perpendicular Compression FL = 565 psi NOS 2018 Supplement <br /> Allowable Stress <br /> True Modulus of Elasticity Etrue = 1800000 psi NOS 2018 Supplement <br /> Apparent Modulus of Elasticity Eapp= 1800 000 psi NOS 2018 Supplement <br /> Modulus of Elasticity for Deflections E= 1800000 psi NOS 2018 Supplement <br /> Base Reference Minimum Elastic Modulus E,Nin = 580000 psi <br /> ILoad Combination Analysis I Snow LoadDuration Factor CD,srlow = 1.15 NOS2018,Table 232 <br /> Duration Factors CD = [0.9 1 1 1.15 1.25 1.6 2 NO Q16IMe232 O V.FL<c <br /> irniaT. <br /> J <br /> Greenfield Rev 3 Page 37 of 52 <br />