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06/21/93 13 : 02 : 01 GL-LP93A1 PAGE 1 <br /> ** WARNING- DO NOT USE THIS DESIGN AFTER: 1-31-94 <br /> WARNI�G- VERIFY YOUR INPUT TO AVOID DESIGN AND EABRICATION MISTAKES. <br /> YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM WRONG INPUT. <br /> THIS PROGRAM IS A DESIGN TOOL AND SHOULD BE USED WITH EXTREME CARE <br /> THAT INPUT UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE <br /> AND LOCATION. IF YOU HAVE ANY QLESTIONS OR UNCERTAIVTIES, PLEASE <br /> CONTACT LOUISIANA-PACIFIC' S ENGINEERING DEPARTMENT. <br /> LOUISIANA-PACIFIC CORPORATION .' GANG-LAM DESIGN <br /> REQL'EST NO. BOB POWER <br /> ------------------------------------------------------------------------ <br /> ------------------------------ ------------------------------------------ <br /> ! 2 BEAMS SIZE : 1 . 750 X 9. 25U GL3100-2 . 0 ; <br /> - --------------------------------------------------------- ------- -------- <br /> * DESIGN ASSUMES COMPOtiENTS CARRIED ARE 2 FOOT OR LESS ON CE�TER AND <br /> �PPLIED TO TOP EDGE OF BEAM SUCH THAT LOAD IS DISTRIBL'TED EQUALLY TO <br /> EACH PLY. <br /> * ATTACH BEAM PLIES WITH 2 ROWS OF 3 . 5 I\ COMMON WIRE NAILS SPACED <br /> AT 12 INCHES C/C. <br /> DESIGN CRITERIA <br /> LIVE LOAD= 40 . 00 PSF DEAD LOAD= 15.00 PSF SPACING= 12 . 00 IVCHES <br /> STRESS I�CR= 0 % DESIGN CODE=L'BCX <br /> ALLOWABLE DEFLECTION: LIVE LOAD= L/360 TOTAL LOAD= L/240 <br /> MINIMC� MAXIMUM <br /> INPUT BEAM DEPTH 9.250" 11 . 250" INCREMENT=99. 000" <br /> WIDTH 1 .750" 1 .750" SLOPE= 0.000 <br /> GRADE 1 1 SPECIE=22 <br /> hUMBER OF MEMBERS INPUT = 2 SPAN CARRIED= 2 . 00 ( FT) <br /> STRUCTURAL GEOMETRY <br /> SPAVS= 1 CANTS= 0 <br /> SPAN LENGTH (FT) <br /> SPAN 1 14 . 50 <br /> OVERALL LENGTH= 14 .50 <br /> LOAD LOAD LOAD W1 W2 Xl X2 <br /> CASE TYPE SPAN SNAPE (PLF) (PLF) ( FT) ( FT ) <br /> ---- ---- ---- ----- ----------- ----------- ---------- ---------- <br /> ALL D 1 . 0 15 . 0 0 . 0 '4 . 5 <br /> ALL D 1 U 1?0 . 0 0. 0 14. 5 <br /> �LL D 1 U 120 .0 0 . 0 14 . 5 <br /> 1 L 1 U 40 . 0 0 . 0 14 . 5 <br /> �AXI�IL'M DESIGN SECTION FORCES : <br /> LOAD CASE MOMENT SHEAR <br /> --------- -------- ------- <br /> 1 7142 . 1932 . <br />