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BEAM DESIGN
<br />Job Number :
<br />Plan :
<br />ID: 1 Cl'g beam over Dining @ ADU MEMBER SIZE :
<br />@ Length of Span (ft):5,75
<br />(ft)Reaction (lbs)
<br />Roof 23,50 0 5,75 P1 0,00 0 0 0 Left 1409
<br />None 0 0 0,00 P1 0,00 0 0 0 Right 1409
<br />None 0 0 0,00 Self Weight
<br />None 0 0 0,00 Adjustment Factors:
<br />CD CM Ct CL CF Cfu Ci Cr Cv
<br />Design Summary :1,25 1,00 1,00 1,00 1,30 1,00 1,00 1,00 1,00
<br />Design Results Value Loc(ft) Allowed Ratio Section Properties & Allowable Stresses :
<br />Max. Moment(Ft-lbs) 2024,7 2,8333 3737 0,54 b(in) 3,5 E'min(ksi)580000 E/Ex(psi)2,76 F*b(psi)810
<br />Max. Shear(lbs) 1408,8 3806 0,37 d(in) 7,25 FbE(psi)8761,7 Fb(psi)900 F'b(psi)900
<br />Live Load Defl.(in) 0,035 2,8 0,383 0,09 A(in2)25,38 I (in4)111,1 Fv(psi)180 F'v(psi)180
<br />Total Load Defl.(in) 0,068 2,8 0,288 0,24 S(in3)30,66 RB 8,9 E'(ksi) 1600000
<br />ID: 2 HDR right of Porch @ ADU MEMBER SIZE :
<br />@ Length of Span (ft):4,75
<br />(ft)Reaction (lbs)
<br />Roof 15,00 0 4,75 P1 0,00 0 0 0 Left 831
<br />E.Wall 2 0 4,75 P2 0,00 0 0 0 Right 831
<br />None 0 0 0,00 Self Weight
<br />None 0 0 0,00 Adjustment Factors:
<br />CD CM Ct CL CF Cfu Ci Cr Cv
<br />Design Summary :1,25 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00
<br />Design Results Value Loc(ft) Allowed Ratio Section Properties & Allowable Stresses :
<br />Max. Moment(Ft-lbs) 986,81 2,33 7251 0,14 b(in) 5,5 E'min(ksi)580000 E/Ex(psi)2,76 F*b(psi)1215
<br />Max. Shear(lbs) 831,25 5844 0,14 d(in) 7,5 FbE(psi)24324 Fb(psi)1350 F'b(psi)1350
<br />Live Load Defl.(in) 0,006 2,33 0,119 0,05 A(in2)41,25 I (in4)193,4 Fv(psi)170 F'v(psi)170
<br />Total Load Defl.(in) 0,013 2,33 0,238 0,05 S(in3)51,56 RB 5,3 E'(ksi) 1,6E+06
<br />0
<br />DL
<br />(Ibs)
<br />Lr
<br />(Ibs)
<br />L
<br />(Ibs)
<br />15*(20+20)/2
<br />2*15
<br />0 20,00
<br /> Uni.
<br />Load
<br />Span
<br />(ft)
<br />Unit Load
<br />(plf)
<br />Start
<br />(ft)
<br />End
<br />(ft)
<br />Point
<br />Load
<br />0
<br />DFL 6 x 8
<br />Lr
<br />(Ibs)
<br />L
<br />(Ibs)
<br />23.5*(20+20)/2
<br />0
<br />0 20,00
<br />DFL 4 x 8
<br /> Uni.
<br />Load
<br />Span
<br />(ft)
<br />Unit Load
<br />(plf)
<br />Start
<br />(ft)
<br />End
<br />(ft)
<br />Point
<br />Load
<br />DL
<br />(Ibs)
<br />23026
<br />522 S Rosewood Ave & 1127
<br />W Bishop St4/29/2025
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