Laserfiche WebLink
200412 STAIRS <br /> TJ-Beam— v5.45 Serial Number:7000005055 2 PCs of 1.75" x 11.875" 2.0E Microllam® LVL <br /> BEAMUSA 1111 10/6/00 2:20:19 PM <br /> Page 1 of 1 Build Code:124 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension=12' <br /> 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 Parfition,and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Floor(1.00) 40 15 0 to 12' Adds to <br /> Uniform(plf) Floor(1.00) 320 120 10'6"to 12' Adds to <br /> Point(lbs.) Floor(1.00) 0 2976 10'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 3.50" 2.25" Left Face -73/-170/-244 Detail A3 1.25"LSL Rim <br /> 2 Column 3.50" 3.5" Centered 668/1312/1980 Detail B3 <br /> 3 Column 3.50" 2.25" Right Face 673/2512/3185 Detail A3 1.25"LSL Rim <br /> -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 3092 2305 7107 Passed(32%) Rt.end Span 2 under Dead load <br /> Moment(ft-Ib) 3623 3623 19942 Passed(18%) MID Span 2 under Floor ALTERNATE span loading <br /> Live Defl.(in) 0.005 0.171 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading <br /> Total Defl.(in) 0.027 0.342 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading <br /> -Deflection Criteria: STANDARD(LL: U480,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 0 o/c unless detailed otherwise. Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> -The load conditions considered in this design include Alternate member loading. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by <br /> this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific <br /> product application,input design loads, and stated dimensions have been provided by the software user. This output has not been <br /> reviewed by a Trus Joist Associate. <br /> -Not all products are readily available. Check with your supplier or Trus Joist 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 Trus Joist Residential product listed above. <br /> -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available DFP PLANNING&DESIGN <br /> 4797 HWY. 10 NE ARDEN HILLS,MN <br /> 651-636-6889 <br /> 651-638-1412 <br /> ------------------------------ <br /> Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. <br /> Microllam®is a registered trademark of Trus Joist. <br />