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Project Name:VVS - 829 N Garfield St Engineer:Elie Sayegh, PE <br />Project No.:127 Date: <br />Description:(N) Ceiling Beam @ Unit #9 Beam ID No. 003 <br />Span:16.5 ft FALSE <br />9.0 ft <br />6 in ...P1 P2…6 in <br />4x 4 DF No. 2 2376 lbs <- reaction reaction -> 2376 lbs 4 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 8 ft 128.0 0.0 160.0 288.0 <br />2 Floor 20 40 0 0 ft 0.0 0.0 0.0 0.0 <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 10 0 0 0 ft 0.0 0.0 0.0 0.0 <br />*Σ =128 plf 0 plf 160 plf 288 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 16.5 ft 0.0 0.0 0.0 0.0 <br />2 Floor 20 40 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0 <br />3 Int. Wall 16 0 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0 <br />4 Ext. Wall 21 0 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0 <br />5 Misc.0 0 0 0 ft 0 ft 16.5 ft 0.0 0.0 0.0 0.0 <br />6 Misc.0 0 0 0 ft 0 ft 16.5 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.====>Manuf. Lumber <br />Plies 1 DL TL <br />b (in)3.5 d (in)11.25 ρ (lb3)33 Left Reaction(lbs)1056 2376 <br />S (in3)73.8 Q (in3)55.4 w (plf)9 Right Reaction(lbs)1056 2376 <br />I (in3)415.3 E (psi)2E+06 Max Shear (lbs)950 2138 <br />Area 39.4 EMIN (psi)1E+06 Max Moment (lbs-ft)4356 9801 <br />NDS Stress Factors <br />Cd Cr Ct Cm Cv Cf Cl Cfu Ci <br />1.25 1.00 1.00 1.00 1.00 1.00 0.89 1.00 1.00 <br />Shear fv 81.46 Fv 362.5 22% <br />Bending fb 1593.05 Fb 3231.3 49%V <br />Bearing left #N/A Fc 625 #N/A <br />Bearing right 193.96 Fc 625 31%M <br />Deflection Δ (DL)-0.26 L/480 -0.41 in 62% <br />Deflection Δ (LL)-0.32 L/360 -0.55 in 58%Δ <br />Deflection Δ (TL)-0.58 L/240 -0.83 in 70% <br />full span <br />3.5 x 11.25 Parallam PSL 2.0E <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 18 <br />HOLD- 829 N <br />Garfield St1/15/2025