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BEAM DESIGN <br />Job Number : <br />Plan : <br />ID: 1 Cl'g bm over Kitchen MEMBER SIZE : <br />@ Length of Span (ft):18.75 <br />(ft)Reaction (lbs) <br />Ceil.21.00 0 18.75 P1 8.00 3280 3554 0 Left 5831 <br />None 0 0 0.00 P2 0.00 0 0 0 Right 4828 <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 0.94 <br />Design Results Value Loc(ft) Allowed Ratio Section Properties & Allowable Stresses : <br />Max. Moment(Ft-lbs)35604 8.00 60577 0.59 b(in) 10.75 E'min(ksi)930000 E/Ex(psi)1.94 F*b(psi)2160 <br />Max. Shear(lbs)4846.5 28488 0.17 d(in) 12 FbE(psi)25960 Fb(psi)2400 F'b(psi)1850 <br />Live Load Defl.(in)0.435 9.1 0.536 0.81 A(in2)129 I (in4)1548.0 Fv(psi)265 F'v(psi)265 <br />Total Load Defl.(in)0.664 9.0 0.938 0.71 S(in3)258 RB 6.6 E'(ksi) 1800000 <br />ID: 2 Cl'g bm over Kitchen MEMBER SIZE : <br />@ Length of Span (ft):2.50 <br />(ft)Reaction (lbs) <br />Ceil.21.00 0 2.50 P1 0.00 0 0 0 Left 219 <br />None 0 0 0.00 P1 0.00 0 0 0 Right 219 <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 1.00 1.00 <br />Design Results Value Loc(ft) Allowed Ratio Section Properties & Allowable Stresses : <br />Max. Moment(Ft-lbs) 54.688 1.25 2691 0.02 b(in) 3.5 E'min(ksi)580000 E/Ex(psi)2.76 F*b(psi)810 <br />Max. Shear(lbs) 87.5 2741 0.03 d(in) 7.25 FbE(psi)19029 Fb(psi)900 F'b(psi)900 <br />Live Load Defl.(in) 0.001 1.3 0.167 0.00 A(in2)25.38 I (in4)111.1 Fv(psi)180 F'v(psi)180 <br />Total Load Defl.(in) 0.000 1.3 0.125 0.00 S(in3)30.66 RB 6.0 E'(ksi) 1600000 <br />0 <br />Lr <br />(Ibs) <br />L <br />(Ibs) <br />21*(6+10)/2 <br />0 <br />0 7.00 <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 />24058 <br />0 <br />DL <br />(Ibs) <br />Lr <br />(Ibs) <br />L <br />(Ibs) <br />21*(6+10)/2 <br />0 <br />0 36.00 <br />GLB 24F V4 GLB 10 3/4 x 12 <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 />2201 W Seventh St <br />12/9/2024