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�����-,t�_��s 990421 BATH WDW <br /> /%� s <br /> • TJ-BeamT"' v5.42 SeriaiNumber:709U46244 2 PC$ QI �.7Jr'�� X 9.5�� Z.OE Microlfarr�0 LVL <br /> BEAMUSA 1111 9/2/99 15:04:09 <br /> Page 1 of 1 Build Code:104 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICA710N AND LOADS LISTED <br /> Member Siope:0 Roof Slope:0 <br /> � <br /> � <br /> f�� � <br /> , <br /> �-3'6"--� <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Beam Member Supporting ROOF Apfilicafion. Trihutary Load Width: 1' <br /> Loads(psfl:40�ive at 125°�du�aGon, 15 flead,and: <br /> TYPE CLASS LlV� DEAD LOCATION APPLlCATIOP: COh4!:9ENT <br /> Uniform(F!f) Roof{1.25) 180 68 1'B"to 3'6" Adds to <br /> Uniform(plf) Roof(125) 837 314 0 to 1'6" Adds to <br /> Point(Ibs.) Roof(1.25) 0 3451 1'6" Adds to <br /> SUPPORTS: INPIiT BEARIPIG REAC7lONS(Ibs.) <br /> WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER <br /> 1 Column 525" 5.25" Left Face 1209/2496/3705 Detail R1 SB Shear Blocking <br /> 2 Column 5.25" 5.25" Right Face 545/1647/2193 Detail R1 SB Shear Blocking <br /> -See TJM SPECIFIER'S/BUILDER'S GUlDES for detail(s): R1. <br /> DESIGN CONTROLS: <br /> MAXIMUM DEStGN CONTROL CONTROL LOCATION <br /> Shea.r(Ib) 3325 2080 5686 Passed(37°/a) Lt,end Span 1 +ander Dead load <br /> Moment(ft-Ib) 3092 2600 11840 Passed{22%) M(D Span 1 under Dead load <br /> Live Defl.(in) -0.003 D.D96 Passed(U999+) MID Span 1 under Roof loading <br /> Total Defl.(in} 0.017 0.144 Passed(U999+} MID Span 1 under Roof loading <br /> -Deflection Criteria: STAfVDAftD(LL: U360,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 /> -Design assumes adequate con6nuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJMj. TJM warrants the sizing of its <br /> products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The <br /> spec�c product application, input design loads, and stated dimensions have been provided by the software user. This output has not <br /> been reviewed by a TJM Associate. <br /> -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress.Design methodology was uszd for Code UBC analyzing tt�e TJM Residential product listed above. <br /> -Note:See TJM SPECIFiER'S/BUILDER'S GU�DES for multiple ply connection. � <br /> PROJECT INFORMATlON OPERATOR INFORMATlON: <br /> No Project Information available D.F.P.PLANNING 8 DESIGN,INC. <br /> TERRY MIKKELSON <br /> 4797 HIGHWAY 90 N.E. <br /> ARDEN HILLS, MN 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright�i 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA TJ-Beam"'is a trademark of Trus Joist MacMillan. <br /> Mfcrollarr�is a registere0 trademark of Trus Joist MacMillan. <br />