Laserfiche WebLink
li , 7: BS MT STAIRS <br /> TJ-PeamT" X555 Seal Number 700103477 3 Pcs of 1.75" x 11.875" 2.0E Microliam® LVL <br /> B:A3AUSA 1111 2/21/02 9:28:00 AM <br /> Page 1 a 1 Build Code'146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 1 1 <br /> 10'4" <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam 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(plf) Floor(1.00) 440 to 480 165 to 180 0 to 2'6" Adds to <br /> Uniform(plf) Floor(1.00) 720 270 2'6"to 7' Adds to <br /> Uniform(plf) Floor(1.00) 680 255 7'to 10'4" Adds to <br /> Point(Ibs.) Floor(1.00) 0 220 2'6" Adds to <br /> Point(Ibs.) Floor(1.00) 0 4645 7' Adds to <br /> Point(Ibs.) Floor(1.00) 0 1169 9'5" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 3320/3022/6342 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Column 5.25" 4" 3750/5841 /9591 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(Ib) 9276 6984 11845 Passed(59%) Rt.end Span 1 under Floor loading <br /> Moment(ft-lb) 20684 20684 29913 Passed(69%) MID Span 1 under Floor loading <br /> Live Defl.(in) 0.114 0.324 Passed(U999+) MID Span 1 under Floor loading <br /> Total Defl.(in) 0.268 0.485 Passed(U435) MID Span 1 under Floor loading <br /> -Deflection Criteria: STANDARD(LL:L/360,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 /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this <br /> software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product <br /> application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by <br /> a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. <br /> -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project 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-ProTM and TJ-Beam'"are trademarks of Trus Joist. <br /> Mirrollam®is a registered trademark of Thin Jci�' <br />