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,4n 1 -40 atV, <br /> STAIRS <br /> TJ-BeamTM v5.55i Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 3/4/02 3:24:44 PM <br /> Page 1 of 2 Build Code:146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 � in <br /> 15'2" <br /> Product Diagram Is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Tapered(ptf) Floor(1.00) 0 to 360 0 to 135 0 to 13' Adds to <br /> Uniform(plf) Floor(1.00) 280 .105 13'to 15'2" Adds to <br /> (1) Point(Ibs.) Floor(1.00) 0 3618 3" Adds to <br /> Point(Ibs.) Floor(1.00) 0 3372 12'3" Adds to <br /> Point(Ibs.) Floor(1.00) 0 4516 13' Adds to <br /> (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim,or squash blocks are required <br /> at dropped supports.The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point <br /> loads are included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of <br /> duration and may not be the most CRITICAL case when designing the supporting member below. <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 1332/5428/6760 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 2221 /7672/9893 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 9750 9241 11845 Passed(78%) Rt.end Span 1 under Floor loading <br /> Moment(ft-lb) 20769 20769 29913 Passed(69%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.181 0.364 Passed(U962) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.542 0.727 Passed(U322) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL: U480,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Prolect Information available D.F.P. Planning&Design <br /> Terry Mikkelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist. <br /> Microltam®is a registered trademark of Trus Joist. <br />