Laserfiche WebLink
Page 1 <br /> ZOUISIANA-PACIFIC CORPORATIO� / WOOD-E D�SIGN02002.6 06/19/03 08:15:00 <br /> WARNrNG <br /> �** THIS DESIGN IS VALTD FOR THE PROJECT NAMED BELOW (JOB ID) ONZY <br /> *** WOOD�E DESZGN 2002. 6 EXPIRES ON 12/31/2003. LP WILZ MAKE <br /> AVAILASLE TO ALL REGIS�ERED USERS AN UPDATED VERSZON OF THE WOOD-E DESIGN <br /> SOFTWARE IId THE CONTINUING EFFORT TO MAINTAIN COMPLIANCE WITH CHANGTNG <br /> BUTT,DTNG CODES, INDUSTRY PRA�TtCES, COnE �VALUATION REPORTS AND/OR <br /> NlETHODS OE ANALYSIS. <br /> COMPANY: Structural Wood Corporation, St. Paul, MN <br /> JOB ID: Residential. Dream Bldrs, Inc. <br /> STATE: MN COD�: ICBO <br /> PRODUCT: 1-PLY 1.750" X 11.675" GANG-LAM LVL 2950Fb 2.OE <br /> DESIGN CRIT�RIA FOR ROOF BEAM (UNFACTORED LOADS) <br /> ------------------------------ <br /> LTVE DEAD 3PAN (L) SPAN (R} ALLOWABLE A�,LOWABLE <br /> (PSF) (PSF) C,ARkIED GARRIED 9LOPE LOADING LL DEFLECT TL DEFLECT <br /> 42 15 0.000' 0. 000' 0.00 SYD� LJ240 L/180 <br /> SPAN CP,RRIED IS NOT CONT�NUOUS. <br /> ALLOWABLE / WORKZNG STRESS D�SIGN DATA DEFLECTION <br /> ------------- R�ACTYON MOMENT SHFAR LIVE LOAD TpTAL LOAD <br /> ACTUAL 3662 7,0288 3018 0.414 0.568 <br /> ALLOWABLE 11641 4620 0.613 4_817 <br /> STRESS INDICE3 0.884 0.653 L/355 L/259 <br /> LOAD CASE 0 1 1 1 1 <br /> **** TFiE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED Old THE MAXIMUM <br /> STRESS IND�CES AND NlAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. <br /> **** FOR DEFLECTIpN, L IS DEFIN�D AS THE DESIGN SPAN LENGTH OR <br /> TWICE xHE LENGTH FOR CAN�'IL�V�RS. <br /> N�TES <br /> **'" COMPRESSZON EDGE BRACING REQUIRED AT 24" D.C. OR LESS. <br /> STRUCTURAL GEOMETRX <br /> ------------------- <br /> S PAN 1 <br /> 12.500' <br /> xOTAL SP.AN: 7,2.50 �T <br /> ' SI3PUT LOADS <br /> ___________ <br /> , SHAPE TYPE LOADING SOURCE W1 W2 X1 X2 <br /> ^..__, __w_ _.�_�__� ��,��__ _____�__.._ �.�__.,_�___ -------- -------- <br /> E'd 9L8'ON QOOM �ti2dllJf Ia1S Wtl i i:0I E00Z'6 L'Nf lf <br />