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TJ-Beam(TM)6.06Serial Number 7002002831 3 PCs of 1 3/4" x 11 7/8" 1.9E Mierollam® LVL <br /> User:1 9/30/03 12:34:16 PM <br /> Pagel Engine Version:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> . ..::.. .:: <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:11' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Stud wall 3.50" 3.50" 3300/1119/0/4419 L1:Blocking 1 Ply 13/4"x 117/8"1.9E MicrollamO LVL <br /> 2 Stud wall 3.50" 3.50" 3300/1119/0/4419 L1:Blocking 1 Ply 13/4"x 117/8"1.9E Microllam®LVL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 4321 -3664 11845 Passed(31%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 15843 15843 26772 Passed(59%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.352 0.489 Passed(L/500) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.472 0.733 Passed(L/373) MID Span 1 under Floor loading <br /> -Deflection Criteria:STAN DAR D(LL:L/360,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> 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 software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by 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 Building Code NER analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Randy Zellmann <br /> Justus <br /> 33011 th ave south <br /> hopkins,mn 55343 <br /> Phone:952-938-2741 <br /> Fax :952-938-1552 <br /> none <br /> Copyright © 2-00:; by Trus •joist, a Weyerhaeuser Rosiness <br /> Micr-,11awf, is a registered trademark -,I Trus Joist. <br />