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 Tag Beam 5 1ft 2.08ft L = 3.08 ft Member= 4x6 A = 19.25 in^2 S = 17.6 in^3 No. of members= 1 I = 48.5 in^4 1.38 CD= 1.25 E = 1,600,000 psi CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft Cr= 1.00 Total Load L/n= 180 Live Load L/n= 240 L= 3.08 ft 1.33 0.85 Uniform load (W1) D L Trib w1,1 (15 +20) x 6.5 = 97.5 + 130 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 +20) x 0 = 0 + 0 Ceiling W1 = 129.5 + 130 =0.260 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 (593.43 + 791.25) x 1.00 x 1.00 = 593.43 + 791.25 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 = 593.43 + 791.25 =1.38 kips 1 2.08 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+ )x 0 x 0 = 0 + 0 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 = 0 + 0 =0.00 kips 0 3.08 Shear R1= 1.335 kips R2= -0.849 kips Stress Ratio Vmax= 1.33 kips Vallow.=2.89 x 1 = 2.8875 kips OK .46 Flexure M= 1.200 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .56 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.007 + 0.000 + 0.016 + 0.000 = 0.02 = L < L OK deflection:.11 1636 180 0.007 + 0 D (L Only)= 0.003 + 0 + 0.01 +0 = 0.01 = L L OK deflection:.08 2967 240 USE:1- 4X6 shear: 7/22/24 12:00 AM H1 0 0 0 0 flexure: 0 31