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Project Title:
<br /> Engineer:
<br /> Project ID: SDA#9684A-6' DECK
<br /> Project Descr:
<br /> Wood Beam Project File:9684A.ec6
<br /> LIC#:KW-06014008,Build:20.22.12.28 Structural Design Associates (c)ENERCALC INC 1983-2022
<br /> DESCRIPTION: REAR GARAGE HDR
<br /> CODE REFERENCES
<br /> Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16
<br /> Load Combination Set : IBC 2021
<br /> Material Properties
<br /> Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity
<br /> Load Combination IBC 2021 Fb- 1,850.0 psi Ebend-xx 1,800.0 ksi
<br /> Fc-Pr!! 1,650.0 psi Eminbend-xx 950.0 ksi
<br /> Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0 ksi
<br /> Wood Grade : 24F-V4 Fv 265.0 psi Eminbend-yy 850.0 ksi
<br /> Ft 1,100.0 psi Density 31.210pcf
<br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling
<br /> D(06.06)S(0.1) D(0.06)S(0. D(0.2049)S(0.3415)
<br /> b d b d d1) d b b 8 b
<br /> D(0.114)L(0.38)D(0.114)L(0.38) D(0.114)L(0.38) D(0.114)L(0.38)
<br /> W(6.028jff(6. 2.4Z4 E(-3.39) D(m(lB E(09472) D(1 4l E(-6.681)
<br /> D(0.114)L(0.38) d D(0.114)L(0.38) b d 0(0.114) b
<br /> L(0.38) �a a D(0.114)L(0.38)
<br /> 3 e bb b
<br /> 1
<br /> 5.5x1?Y 5.5x12 i 5.5x12 j 5.5x12 i
<br /> Spin=1.320 ft Span=9.50 ft Span=9.50 ft Span=4.50 ft
<br /> Applied Loads Service loads entered.Load Factors will be applied for calculations.
<br /> Beam self weight NOT internally calculated and added
<br /> Load for Span Number 1
<br /> Uniform Load : D=0.0120, L=0.040 ksf, Tributary Width =9.50 ft, (UPPER FLOOR)
<br /> Uniform Load : D=0.0120, L=0.040 ksf, Tributary Width =9.50 ft, (FLOOR)
<br /> Uniform Load : D=0.0150, S=0.0250 ksf, Tributary Width =4.0 ft, (ROOF)
<br /> Point Load : W =6.028, E=6.681 k @ 0.0 ft, (HOLDOWN)
<br /> Load for Span Number 2
<br /> Uniform Load : D=0.0120, L=0.040 ksf, Tributary Width =9.50 ft, (LOWER FLOOR)
<br /> Uniform Load : D=0.0120, L=0.040 ksf, Extent=0.0-->>4.50 ft, Tributary Width= 9.50 ft, (UPPER FLOOR)
<br /> Point Load : D= 1.293, L=2.0, S= 1.472 k @ 9.50 ft, (UPPER&ROOF HDR)
<br /> Uniform Load : D=0.0150, S=0.0250 ksf, Extent=0.0-->>4.50 ft, Tributary Width=4.0 ft, (ROOF)
<br /> Point Load : D=0.7540, S= 1.094 k @ 9.50 ft, (MIDDLE UPPER ROOF HDR)
<br /> Point Load : W =-2.424, E=-3.390 k @ 4.50 ft, (ROOF STRAP)
<br /> Load for Span Number 3
<br /> Uniform Load : D=0.0120, L=0.040 ksf, Tributary Width =9.50 ft, (LOWER FLOOR)
<br /> Uniform Load : D=0.0120, L=0.040 ksf, Extent=0.0-->>6.70 ft, Tributary Width=9.50 ft, (UPPER FLOOR)
<br /> Point Load : D= 1.293, L=2.0, S= 1.472 k @ 6.70 ft, (UPPER&ROOF HDR)
<br /> Point Load : D =0.7540, S= 1.094 k @ 6.70 ft, (UPPER MIDDLE HDR)
<br /> Load for Span Number 4
<br /> Uniform Load : D=0.0120, L=0.040 ksf, Tributary Width =9.50 ft, (LOWER FLOOR)
<br /> Uniform Load : D=0.0120, L=0.040 ksf, Extent=2.0--»4.50 ft, Tributary Width=9.50 ft, (UPPER FLOOR)
<br /> Point Load : D= 1.293, L=2.0, S= 1.472 k @ 2.0 ft, (UPPER&ROOF HDR)
<br /> Uniform Load : D=0.0150, S=0.0250 ksf, Extent=2.0--»4.50 ft, Tributary Width= 13.660 ft, (ROOF)
<br /> Point Load : W =2.424, E=3.390 k @ 2.0 ft, (ROOF STRAP LOAD)
<br /> Point Load : W =-6.028, E=-6.681 k @ 4.50 ft, (STRAP)
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