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Wood Beam(ASD)(version 180)—Generic Beam Created with ClearCalcs.com <br /> Client: Date: Apr 18,2024 <br /> Author: THOMAS FULGHAM job#: <br /> Storage floor Load reference <br /> Project: GreenShield Subject: only <br /> References: NDS 2018(ASD) <br /> Summary I <br /> PrlmaryLoa ding <br /> c_ <br /> m <br /> 0 <br /> b=5.5 In <br /> Member 6x14 D.Fir-L No.1 <br /> 8d9i Moment Utilization All M' = 17 900 Ib*ft/21 300 Ib*ft <br /> Governing Applied Bending Moment AI= 17 900 lb•ft <br /> Allowable Bending Moment NI' = 21300 lb•ft <br /> Governing Load Combination for Bending fb = 1.013+1.OL <br /> 53% Shear Utilization V IV' = 4480 lb/8410 lb <br /> Governing Shear V= 4480 lb WDS 2018 0 N 13 <br /> Allowable Shear V' = 8410 lb <br /> Governing Load Combination for Shear F�L,c = D+H+F+L <br /> 33°r6 Bearing Utilization RIM = 4480 lb/13 700 lb <br /> Governing Bearing Load R= 44801h <br /> Allowable Bearing Load R' = 13 700 lb <br /> Minimum Bearing Length(End Supports) eb,rnin,end= 1.3 in <br /> 77% Governing Live/Short-Term Deflection 8S _ -0.409 in(V470) <br /> Governing Live/Short-Term Deflection SS _ —0.409 in <br /> Live/Short-Term Deflection Limit AST,mnz = 0.533 in <br /> Governing Live/Short-Term Deflection <br /> (L/)sT = 470 <br /> Ratio <br /> Governing Live/Short-Term Deflection L+Lr <br /> Load Combination <br /> 54% Governing Long-Term Deflection 6LT = -0.433 in(L/443) <br /> Governing Long-Term Deflection 5LT= —0.433 in <br /> Long-Term Deflection Limit OLT,,nnt = 0.8 in <br /> Governing Long-Term Deflection Ratio (L/)LT = 443 <br /> gA.F <br /> Governing Long-Term Deflection Load D+L+Lr oO�. <br /> Combination h <br /> y,1 <br /> Greenfield Rev 3 Page 17 of 52 <br />