Laserfiche WebLink
MONTE CLARK ENGINEERING Title: Job# <br /> 53 WAGON TRAIL Dsgnr: Date: 11:31AM, 30 JUN 04 <br /> COLUMBUS, MONTANA 59019 Description <br /> 1-888-280-6840 Scope <br /> mce@montana.com <br /> Rev. 580100 <br /> User KW-0602045,Ver 561,25-Oct-2002 General Timber Beam Page 1 <br /> (c)1983-2002 ENERCALC Engineering Software cAec55\o'shaughnessy.ecw.Calculations <br /> Description Dining room edge beam Tx14" PSL flat <br /> General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements <br /> Section Name Prllm:5.25x11.875 Center Span 14.00 ft . . . . .Lu 0.00 ft <br /> Beam Width 14.000 in Left Cantilever ft . . . .Lu 0.00 ft <br /> Beam Depth 7.000 in Right Cantilever ft . . . . .Lu 0.00 ft <br /> Member Type GluLam Truss Joist-MacMillan, Parallam 2.0E <br /> Bm Wt.Added to Loads Fb Base Allow 2,900.0 psi <br /> Load Dur. Factor 1.150 Fv Allow 290.0 psi <br /> Beam End Fixity Pin-Pin Fc Allow 650.0 psi <br /> Wood Density 45.000 pcf E 2,000.0 ksi <br /> Full Length Uniform Loads <br /> Center DL 780.00#/ft LL #/ft <br /> Left Cantilever DL #/ft LL #/ft <br /> Right Cantilever DL #/ft LL #/ft <br /> Summary Beam Design OK <br /> Span= 14.00ft, Beam Width= 14.000in x Depth=7.in, Ends are Pin-Pin <br /> Max Stress Ratio 0.625 : 1 <br /> Maximum Moment 19.9 k-ft Maximum Shear" 1.5 7.8 k <br /> Allowable 31.8 k-ft Allowable 32.7 k <br /> Max. Positive Moment 19.86 k-ft at 7.000 ft Shear: @ Left 5.67 k <br /> Max. Negative Moment 0.00 k-ft at 14.000 ft @ Right 5.67 k <br /> Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in <br /> Max @ Right Support 0.00 k-ft @ Center 1.313in <br /> Max. M allow 31.78Reactions... @ Right 0.000 in <br /> fb 2,084.46 psi fv 79.90 psi Left DL 5.67 k Max 5.67 k <br /> Fb 3,335.00 psi Fv 333.50 psi Right DL 5.67 k Max 5.67 k <br /> Deflections <br /> Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load <br /> Deflection -0.875 in -0.875 in Deflection 0.000 in 0.000 in <br /> ...Location 7.000 ft 7.000 ft ...Length/Deft 0.0 0.0 <br /> ...Length/Deft 191.9 191.90 Right Cantilever... <br /> Camber(using 1.5 D.L. Defl)... Deflection 0.000 in 0.000 in <br /> @ Center 1.313 in ...Length/Deft 0.0 0.0 <br /> @ Left 0.000 in <br /> @ Right 0.000 in <br /> Stress Calcs <br /> Bending Analysis <br /> Ck 19.860 Le 0.000 ft Sxx 114.333 in3 Area 98.000 int <br /> Cv 1.000 Rb 0.000 Cl 0.000 <br /> Max Moment Sxx Req'd Allowable fb <br /> @ Center 19.86 k-ft 71.46 in3 3,335.00 psi <br /> @ Left Support 0.00 k-ft 0.00 in3 3,335.00 psi <br /> @ Right Support 0.00 k-ft 0.00 in3 3,335.00 psi <br /> Shear Analysis @ Left Support @ Right Support <br /> Design Shear 7.83 k 7.83 k <br /> Area Required 23.480 int 23.480 in2 <br /> Fv:Allowable 333.50 psi 333.50 psi <br /> Bearing @ Supports <br /> Max. Left Reaction 5.67 k Bearing Length Req'd 0.624 in <br /> Max. Right Reaction 5.67 k Bearing Length Req'd 0.624 in <br />