Laserfiche WebLink
Tim Garrison,P.E. - �,I5 i2t.;-r, - ALc Pra Beam <br /> C,_ i. .t.- .. K_ _., v6.0 <br /> Important:Notches and connectors not cosidered.Dynamic loading not considered.Compliant with 2015-2003 IBC.All designs should be checked by a competent professional. <br /> .......... <br /> Job t16008 1iK Spans and Supports(Note,pitch and fixity,If any,not shown) <br /> Member I.D. 36b <br /> Other info. 2/13/17 1 4' - 1 2 3 4 5 <br /> Type? Sin' span ntulty braced w <br /> Left Cantilever Soan 1 Span 2 Soan 3 Right Cantilever Tot Member Length <br /> Lenth of Spans: 1 6.00 ft 6.00 ft <br /> Allowable Deflection,Main Spans <br /> Live Only,LI Code3hiirnum Norm_t/3s4L.LINO V <br /> 360 = 0.20In Total,L/' 240 i= 0.30 in f N/A I= 0.00 In Total,L/L N/A = 0.00 in <br /> Pitch if Member Being Designed is Sloped: 0.0:12 Mem True Len: 6.00 ft <br /> Add Self Weight? res-sex,xnght"••uoe added:oepphedDL ror <br /> Loads: <br /> Point Loads <br /> Measured from left end of member.Member Total Length=6 ft. <br /> Live Dead Snow Trib.Width Trtb Length Live Dead Snow Location <br /> Point Load 4 6,000 lb 3,512 lb 3.00 ft <br /> Loads <br /> Point toads are 1/10 scale <br /> 800 <br /> 600 <br /> 400 <br /> 200 <br /> 0 <br /> -200 :CI 1 2 3 4 5 -6' ' <br /> Glu Lam Calc'd Member Results For 5 x 13.5 <br /> Solutions Using Self Weight of Glulam 5 x 13.5,17.3 plf Miscmannfacti,cri ♦ Load Duration %Overdesign <br /> 2.5 x 13.5 5 x 10.5 8.75 x 9 Moisture Medn,m Dry-187 5 a 1,.5 ♦ live 100 s' Pos Bending 111.7% <br /> 3 x 12 5.125 x 10.5 Press Treated? No Not AT. V 74F-V4.DFOF • Neg Bending NA <br /> 3.125 x 12 6.75 x 9 Temp Cond. 100deg;mess ii, Fb Pos 2,400 psi Fv 265 psi Shear 148.0% <br /> Fb Neg 1,850 psi Fcp 850 psi Span(s)Defl'n 643.4% <br /> Allow Pos Mom 30,371 ft-lb 1025.16 in^4 Cantilever(s)Defl'n NA <br /> Allow Neg Mom-23,411 ft-lb E 1,800 ksi Calc'd member OK by: 111.7% <br /> Allow Shear 11,925 lb El 1,845,281 ksi Controlling criteria is: Pos Bending <br /> Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self Wt 17.26 plf <br /> For 5 x 13.5 Cond's Of Use:Load Duratlon:1.0-Live <br /> 1.50 in 1.50 in - - <br /> Reactions Support 1 Support 2 $usport 3 Support 4 Moments Support 1 Support 2 Support 3 Support 4 <br /> Max Total 4,808 lb 4,808 lb - - 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb <br /> Min Total 1,808 lb 1,808 lb - - 0 ft-lb 0 ft-lb Oft-lb Oft-lb <br /> Min Load Case <br /> Deflections Lt Cantivr Soan 1 Span 2 Span 3 Rt Cantivr <br /> Max Up Deft - 0.000 in - <br /> Allowed 0.300 in 0.300 in 0.300 in <br /> Max Dn Dell - -0.040 in - <br /> Allowed 0.300 in 0.300 In 0.300 in <br /> ProBeam_v7_0_WC <br />