Laserfiche WebLink
PROGRAM� Timber Beam Design v2 09=====�•________________________------PAGE NO 4 <br />Design Build Servicea, Inc. TIME : Mon Mar 25 14:03:51 1996 <br />JOB : Lucas/Ennis Remodel JOB 1V0. : 104 <br />RUN : Framing DESIGNED BY: CHECKE� BY: <br />------------------------------------------- <br />Design of Beam 3: Header ove; sun room <br />Roof <br />Code : UBC <br />We1: Use : No <br />Rep. Use : No <br />Lt. Cant.: N <br />Rt. Cant.: N <br />Live Load ( Lb/Ft �2) <br />Dead I,oad ( Lb/Ft �2) <br />Snow Load i Lb/Ft �2) <br />Wind Load ( Lb/Ft �2) <br />TL Deflection <br />LL Deflection <br />Pattern Loading <br />. lFi <br />. 1G <br />, 25 <br />, 16 <br />: L/180 <br />: L/240 <br />: Yea <br />SYAN DATA (Length is to cente� line of bearing) <br />SPAN 1 <br />Length 18'-0" <br />Actual 18'-0" <br />Brg: 0" p" <br />Min. 1.5" 1.5" <br />Total Length : 18'-0" <br />ADDITIONAL LOADS (Dista <br />RGF I LOAD LOAD I <br />NG. I CASE I TYPE <br />1 S C � 6,12 <br />s are rrom le <br />DISTANCE <br />TO START <br />Slope 0 in 12 <br />Species : Weatern Specie <br />Grade : 24F-V4 <br />Trib. Widt.h : 2'-0" <br />DCL : 160 <br />Side Loaded : NO <br />t 9 : Lll r't <br />� LOAD BEGIN I END <br />I LENGTH VALUE VALUE <br />4036.00 <br />MEMBER SELECTED <br />Glulam Western Speciea 24F-V4 5.125x13.5 <br />IS MEMBER OK? : Yee <br />CRITICAL STRESSES SUMMARY <br />CONTROL REACTION L•lENDIN� SHEAR LL-DEFL TL-DEFL <br />( L�) ( Lb/In "2) ( Lb/In "2) ( Zn) ( In) <br />MAX V11L�UE 48I0 2085 99.45 -0.846 -0.871 <br />°s OF ALLOW n/a 75 52 93 �2 <br />LOI:ATION 0" 3'-0" 16'-10.5" 9'-0" 9'-0" <br />MAYIMUM HT.NGER FORCES : 4810 Lb (7�EFT) 4810 Lb (RIGHT) <br />------------------------------------------------------------ <br />13.5 In, <br />Deep <br />----------------------••------------------------------------- <br />4810 Lb 4810 Lb <br />� SR- �v �` 's � l: u.: !� c� �(� �h�,.,. . <br />