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 12.83ft 2.67ft Tag Beam 5 L = 15.50 ft Member= 6x12 A = 63.25 in^2 S = 121.2 in^3 No. of members= 1 I = 697.1 in^4 5.22 CD= 1.25 E = 1,600,000 psi CF= 1.00 Va = 7.168 kips CV= 1.00 Ma = 13.638 k-ft Cr= 1.00 Total Load L/n= 180 Live Load L/n= 240 L= 15.5 ft 1.26 4.69 Uniform load (W1) D L Trib w1,1 (15 +20) x 1.33 = 19.95 + 26.6 Roof w1,2 (16 +0) x 0 = 0 + 0 Wall w1,3 (15 +40) x 0 = 0 + 0 Floor w1,4 (15 +60) x 0 = 0 + 0 Balcony / Deck w1,5 (5 +20) x 0 = 0 + 0 Ceiling W1 = 19.95 + 26.6 =0.047 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 (+ )x 0.00 x 0.00 = 0 + 0 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 = 0 + 0 =0.00 kips 0 15.5 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (822.85 + 1097.14) x 1 x 1 = 822.85 + 1097.1 0 p2,2 (822.85 + 1097.14) x 1 x 1 = 822.85 + 1097.1 0 p2,4 (593.43 + 791.25) x 1 x 1 = 593.43 + 791.25 0 p2,4 (+) x 0 x 0 = 0 + 0 p2,5 (+) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft) P2 = 2239.1 + 2985.5 =5.22 kips 12.8 2.67 Shear R1= 1.261 kips R2= -4.685 kips Stress Ratio Vmax= 4.69 kips Vallow.=8.96 x 1 = 8.9604 kips OK .52 Flexure M= 12.264 k-ft Mallow.=17.05 x 1 = 17.048 k-ft OK .72 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.054 + 0.000 + 0.000 + 0.318 = 0.37 = L < L OK deflection:.36 501 180 0.054 + 0.318 D (L Only)= 0.031 + 0 + 0 + 0.18193478 = 0.21 = L L OK deflection:.27 874 240 USE:1- 6X12 shear: 7/22/24 12:00 AM B2 0 0 0 0 flexure: 0 21