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BEAM DESIGN <br />Job Number : <br />Plan : <br />ID: R1 RR over Living Room @ ADU MEMBER SIZE : <br />@ Length of Span (ft):12.00 <br />(ft)Reaction (lbs) <br />Roof 2.67 0 12.00 P1 0.00 0 0 0 Left 380 <br />None 0 0 0.00 P1 0.00 0 0 0 Right 380 <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 1.15 1.00 <br />Design Results Value Loc(ft) Allowed Ratio Section Properties & Allowable Stresses : <br />Max. Moment(Ft-lbs)1141.2 6.00 1842 0.62 b(in)1.5 E'min(ksi)580000 E/Ex(psi)2.76 F*b(psi)810 <br />Max. Shear(lbs)380.4 1631 0.23 d(in)7.25 FbE(psi)815.22 Fb(psi)900 F'b(psi)900 <br />Live Load Defl.(in)0.225 6.0 0.343 0.66 A(in2)10.88 I (in4)47.6 Fv(psi)180 F'v(psi)180 <br />Total Load Defl.(in)0.388 6.0 0.600 0.65 S(in3)13.14 RB 29.2 E'(ksi)1600000 <br />ID: R2 CJ over Living Room @ ADU MEMBER SIZE : <br />@ Length of Span (ft):12.00 <br />(ft)Reaction (lbs) <br />Ceil.2.67 0 12.00 P1 0.00 0 0 0 Left 188 <br />None 0 0 0.00 P1 0.00 0 0 0 Right 188 <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 :0.90 1.00 1.00 1.00 1.30 1.00 1.00 1.15 1.00 <br />Design Results Value Loc(ft) Allowed Ratio Section Properties & Allowable Stresses : <br />Max. Moment(Ft-lbs) 324.18 6 1326 0.24 b(in)1.5 E'min(ksi)580000 E/Ex(psi)2.76 F*b(psi)810 <br />Max. Shear(lbs) 108.06 1175 0.09 d(in)7.25 FbE(psi)815.22 Fb(psi)900 F'b(psi)900 <br />Live Load Defl.(in) 0.143 6.0 0.800 0.18 A(in2)10.88 I (in4)47.6 Fv(psi)180 F'v(psi)180 <br />Total Load Defl.(in) 0.110 6.0 0.600 0.18 S(in3)13.14 RB 29.2 E'(ksi)1600000 <br />DFL 2 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 />23026 <br />0 <br />DL <br />(Ibs) <br />Lr <br />(Ibs) <br />L <br />(Ibs) <br />2.67*(20+20)/2 <br />0 <br />0 10.00 <br />DFL 2 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 />0 <br />Lr <br />(Ibs) <br />L <br />(Ibs) <br />2.67*(6+10)/2 <br />0 <br />0 10.00 <br />522 S Rosewood Ave & 1127 <br />W Bishop St4/29/2025