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Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE <br />Project No.:127 Date: <br />Description:(E) Typ Floor Joists - Fb used less than 80% of UBC 1949 (see proceeding page)Beam ID No. 001 <br />Span:13.8 ft TRUE <br />9.0 ft <br />6 in ...P1 P2…6 in <br />2 x 6 DF No. 2 548.6 lbs <- reaction reaction -> 548.6 lbs 2 x 6 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 0 ft 0.0 0.0 0.0 0.0 <br />2 Floor 20 40 0 1.33 ft 26.6 53.2 0.0 79.8 <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 4 0 0 0 ft 0.0 0.0 0.0 0.0 <br />*Σ =26.6 plf 53.2 plf 0 plf 80 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 13.75 ft 0.0 0.0 0.0 0.0 <br />2 Floor 20 40 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0 <br />3 Int. Wall 16 0 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0 <br />4 Ext. Wall 21 0 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0 <br />5 Misc.0 0 0 0 ft 0 ft 13.75 ft 0.0 0.0 0.0 0.0 <br />6 Misc.0 0 0 0 ft 0 ft 13.75 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)1.5 d (in)11.25 ρ (lb3)33 Left Reaction(lbs)183 549 <br />S (in3)31.6 Q (in3)23.7 w (plf)4 Right Reaction(lbs)183 549 <br />I (in3)178.0 E (psi)2E+06 Max Shear (lbs)161 483 <br />Area 16.9 EMIN (psi)580000 Max Moment (lbs-ft)629 1886 <br />NDS Stress Factors <br />Cd Cr Ct Cm Cv Cf Cl Cfu Ci <br />1.00 1.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Shear fv 42.91 Fv 180 24% <br />Bending fb 715.24 Fb 1035 69%V <br />Bearing left 66.50 Fc 625 11% <br />Bearing right 66.50 Fc 625 11%M <br />Deflection Δ (DL)-0.08 L/480 -0.34 in 22% <br />Deflection Δ (LL)-0.15 L/360 -0.46 in 33%Δ <br />Deflection Δ (TL)-0.23 L/240 -0.69 in 33% <br />full span <br />2 x 12 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 16 <br />HOLD- 829 N <br />Garfield St1/15/2025