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 1.25ft 12.58ft L = 13.83 ft Member= 6x10 A = 52.25 in^2 S = 82.7 in^3 No. of members= 1 I = 393.0 in^4 3.70 CD= 1.25 E = 1,600,000 psi CF= 1.00 Va = 5.922 kips CV= 1.00 Ma = 9.307 k-ft Cr= 1.00 Total Load L/n= 180 Live Load L/n= 240 L= 13.83 ft 3.69 0.66 Uniform load (W1) D L Trib w1,1 (15 +20) x 1.33 = 19.95 + 26.6 Roof w1,2 (10 +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 (792.85 + 1057.14) x 1.00 x 1.00 = 792.85 + 1057.1 0 p1,2 (792.85 + 1057.14) x 1 x 1 = 792.85 + 1057.1 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 = 1585.7 + 2114.3 =3.70 kips 1.25 12.58 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 13.83 Shear R1= 3.687 kips R2= -0.656 kips Stress Ratio Vmax= 3.69 kips Vallow.=7.40 x 1 = 7.4021 kips OK .50 Flexure M= 4.563 k-ft Mallow.=11.63 x 1 = 11.634 k-ft OK .39 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.061 + 0.000 + 0.154 + 0.000 = 0.21 = L < L OK deflection:.23 776 180 0.061 + 0 D (L Only)= 0.035 + 0 + 0.09 +0 = 0.12 = L L OK deflection:.18 1351 240 USE:1- (E) 6X10 (V.I.F.) shear: 7/22/24 12:00 AM B8 0 0 0 0 flexure: 0 30