1034 W Camden Pl - Plan - Laserfiche WebLink

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CASTILLO ENGINEERING, INC.Project CAMDEN 1147 E. Market Street Long Beach, CA 90805 Engr.Date:Job No.24-462 Sheet 2.25ft 0.75ft Tag Beam 5 0.583333333333333ft 2.41666666666667ft L =3.00 ft Member=4x8 A =25.38 in^2 S =30.7 in^3 No. of members=1 I =111.1 in^4 3.36 0.48 CD=1.25 E =1,600,000 psi CF=1.30 Va =3.045 kips CV=1.00 Ma =2.300 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=3 ft 3.06 1.25 Uniform load (W1) D L Trib w1,1 (15 +20)x 3.5 =52.5 +70 Roof w1,2 (16 +0)x 2 =32 +0 Wall w1,3 (15 +40)x 0 =0 +0 Floor w1,4 (15 +60)x 0 =0 +0 Balcony / Deck w1,5 (5 +0)x 0 =0 +0 Ceiling Joist W1 =84.5 +70 =0.155 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 2 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 4 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (1442 +1922)x 1.00 x 1.00 =1442 +1922 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =1442 +1922 =3.36 kips 0.58 2.4167 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (411.17 +547.2)x 1 x 0.5 =205.59 +273.6 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =205.59 +273.6 =0.48 kips 2.25 0.75 Shear R1=3.061 kips R2=-1.245 kips Stress Ratio Vmax=3.06 kips Vallow.=3.81 x 1 =3.8063 kips OK .80 Flexure M=1.753 k-ft Mallow.=3.74 x 1 =3.7369 k-ft OK .47 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.002 +0.000 +0.010 +0.002 =0.01 =L <L OK deflection:.07 2632 180 0.002 +0.002 D (L Only)=7E-04 +0 +0.01 +0.00104495 =0.01 =L L OK deflection:.05 4676 240 USE:1-4X8 shear: 6/27/24 12:00 AM H2 0 0 0 0 flexure: 0 32