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Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE <br />Project No.:127 Date: <br />Description:(N) Header (Unit #1 & #2)Beam ID No. 002 <br />Span:3.0 ft TRUE <br />9.0 ft <br />6 in ...P1 P2…6 in <br />2 x 4 DF No. 2 1512 lbs <- reaction reaction -> 1512 lbs 2 x 4 DF No. 2 <br />Studs Studs <br />Uniform Loads <br />U - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL <br />1 Roof 16 0 20 10.5 ft 168.0 0.0 210.0 378.0 <br />2 Floor 20 40 0 10.5 ft 210.0 420.0 0.0 630.0 <br />3 Int. Wall 16 0 0 0 ft 0.0 0.0 0.0 0.0 <br />4 Ext. Wall 21 0 0 0 ft 0.0 0.0 0.0 0.0 <br />self weight 5 0 0 0 ft 0.0 0.0 0.0 0.0 <br />*Σ =378 plf 420 plf 210 plf 1008 plf <br />Partial Uniform Loads <br />PU - Source D psf L psf LR psf tw xi xf ΣD ΣL ΣLR ΣTL <br />1 Roof 16 0 20 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0 <br />2 Floor 20 40 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0 <br />3 Int. Wall 16 0 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0 <br />4 Ext. Wall 21 0 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0 <br />5 Misc.0 0 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0 <br />6 Misc.0 0 0 0 ft 0 ft 3 ft 0.0 0.0 0.0 0.0 <br />Concetrated Loads <br />Source D psf L psf LR psf tw span @ x ΣD ΣL ΣLR ΣTL <br />P1 Description if any <br />1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0 <br />2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0 <br />3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0 <br />4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0 <br />Σ =0 lbs 0 lbs 0 lbs 0 lbs <br />P2 Description if any <br />1 Roof 16 0 20 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0 <br />2 Floor 20 40 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0 <br />3 Int. Wall 16 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0 <br />4 Ext. Wall 21 0 0 0 ft 0 ft 0 ft 0.0 0.0 0.0 0.0 <br />Σ =0 lbs 0 lbs 0 lbs 0 lbs <br />Beam Sec.====>V.G. Sawn Lumber <br />Plies 1 DL TL <br />b (in)3.5 d (in)5.5 ρ (lb3)33 Left Reaction(lbs)567 1512 <br />S (in3)17.6 Q (in3)13.2 w (plf)4 Right Reaction(lbs)567 1512 <br />I (in3)48.5 E (psi)2E+06 Max Shear (lbs)397 1058 <br />Area 19.3 EMIN (psi)580000 Max Moment (lbs-ft)425 1134 <br />NDS Stress Factors <br />Cd Cr Ct Cm Cv Cf Cl Cfu Ci <br />1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Shear fv 82.47 Fv 180 46% <br />Bending fb 771.17 Fb 900 86%V <br />Bearing left 288.00 Fc 625 46% <br />Bearing right 288.00 Fc 625 46%M <br />Deflection Δ (DL)-0.01 L/480 -0.08 in 12% <br />Deflection Δ (LL)-0.01 L/360 -0.1 in 15%Δ <br />Deflection Δ (TL)-0.02 L/240 -0.15 in 16% <br />full span <br />4 x 6 DF No. 2 <br />DC <br />R <br /> <br />R <br />A <br />T <br />I <br />O <br />S <br />Elie Sayegh Structural Engineering, LLC | (714) 400-5584 | elie@eliesayegh.com <br />7/3/2024 <br />Gravity Beam Design <br />full span <br />full span <br />full span <br />full span <br />Compression Braced <br />Page 17 <br />HOLD- 829 N <br />Garfield St1/15/2025