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Wood Beam(ASD)(version 180)—Generic Beam Created with ClearCalcs.com <br /> Client: I Date: Apr 18,2024 <br /> Author: THOMAS FULGHAM job#: <br /> Project: GreenShield Subject: CMU 8"block 1 and 1/2 block PASS <br /> References: NDS 2018(ASD) <br /> Summary I ---- — <br /> Pnmary1Load ng <br /> c <br /> N <br /> O <br /> b=7.63 in <br /> Member Custom Species <br /> 12°.o Moment Utilization A,I/M' = 3670 Ib*ft/30400 lb*ft <br /> Governing Applied Bending Moment M= 36701b•ft. <br /> Allowable Bending Moment AF = 30 400 lb•ft <br /> Governing Load Combination for Bending f6 C = 1.OD+1.OL <br /> 81°'b Shear Utilization V1V' = 3320 lb/4090 lb <br /> Governing Shear V= 3320 lb NOS 2018.(1 N.33 <br /> Allowable Shear V' = 4090 lb <br /> Governing Load Combination for Shear r,C = D+H+F+L <br /> 23% Bearing Utilization RIM = 3360 lb/14 500 lb <br /> Governing Bearing Load R= 3360 lb <br /> Allowable Bearing Load R' = 14 500 lb <br /> Minimum Bearing Length(Int Supports) e6,miN,iN1 = 0.693 in <br /> 59ii Governing Live/Short-Term Deflection 3sT = 0.00285 in(U3710) <br /> Governing Live/Short-Term Deflection 6ST = 0.00285 in <br /> Live/Short-Term Deflection Limit AST,1Naz = 0.0587 in <br /> Governing Live/Short-Term Deflection (L/)ST = 3710 <br /> Ratio <br /> Governing Live/Short-Term Deflection L+Lr <br /> Load Combination <br /> 3% Governing Long-Term Deflection 6LT = 0.00305 in(U3460) <br /> Governing Long-Term Deflection 6LT= 0.00305 in <br /> Long-Term Deflection Limit OLT,rnax = 0.088 in <br /> Governing Long-Term Deflection Ratio (L/)LT= 3460 <br /> Governing Long-Term Deflection Load D+L+Lr odd <br /> Combination <br /> � µit <br /> JIIiNAL <br /> O/ ZOl J. I <br /> Greenfield Rev 3 Page 34 of 52 <br />