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i <br /> i <br /> 11-18-1996 �'iJ - RR T M <br /> v4.4AFRO9BMI1I Page,,�BPAV <br /> DFP PLANNING AND DESIGN <br /> 4797 HY 10 NE ARDEN RILLS, MN 55112 USA Phone: 636-6889 <br /> BFAM P <br /> ------------------------- <br /> ----------------------------------------------------------------------------------------- <br /> ______ <br /> Name: DFP KANNING AND DESIGN Proiei.t Name: 960315 Page Titi?: <br /> Based on Allowable Stress Design (:ASDi UBC building code. for TJM products available through Distn:;:! ;rr <br /> ------------------------------------------------------------------------------------------------------------------------ <br /> Applicah og...... .. Floor - Res. Defleclior kriteria (MR) Member Us..e. . ... .... ... BEAM <br /> Load Classification....... Floor ! Def TL Deft Member Top S n%fi.i.. 0.000 <br /> Load Duration Factor....... 1.00 Span 1 1 360 L/240 Roof Slope(.!: fl ' .. . ...... 0.000 <br /> Live Load(psf). ............ 40.0 Floor Deck g. . . ........ ... NiA <br /> Dead Load(psf)............. 15.0 Repetitive Member Use,....... NIA <br /> Tributary Width('-').... 1- 0.00 Reinforced Overhangs..... ... N/A <br /> LOAD: Class LDF Begin End Live Load Dead Load Comment <br /> I UnitSplfj Floor 1.00 0'- 0.00' 2'- 3.00' 1220 578 Add <br /> 2 Unifttplf Floor 1.00 2'- 3.00' 3'- 0.00' 480 300 Add <br /> 3 Conc(lbs) Floor 1.00 2'- 3.00' 0 6124 Add <br /> 3 Pcs of 1 . 75" x 7 . 25" Microllam'" ES I.VL 1 . 8E <br /> ---3-_ 0- <br /> ---- --- <br /> ------------------------------------------ S i Z E A N A ? S I S - A S D ----------------------------------------- <br /> This <br /> --------------------------------------- <br /> This analysis for TJM 1)roducts only ! Substitution voids lhcs analysis . <br /> IMPORTANT! The analysis presented below is output from software developed by Trus Joist NacxillaniTJN). TJM warrants <br /> the sizing of its products by this software will be accoaplished in accordance with TJN product design criteria and code. <br /> accepted design values. The specific product application; input design loads, and stated dimensions haa been providr;d <br /> by the software user. This output has not been reviewed .y a TJN Associate. <br /> The maximum unbraced length(s) shown are based on the controlling compressive forces on either the Lop or bottom edges <br /> of the member. Lateral bracing needs to be properly attached and positioned to achieve. stability. <br /> Note: See Residential Products Re(erenwe. Guide for multicie piv connection. <br /> Maximum Design Allowable Control <br /> Shear(Ib) 6720 6209 e 7232 116% RT end Span I under Floor loading <br /> Moment(ft-Ib) 4802 4802 c 10672 2221% Mit) Span I under Floor icading <br /> Live Defl.(in) 0.011 c 0.100 L/995+ M'J Span I under Floor loading <br /> Total Defl.h n) 0.039c0-i50 L/928 Mil) Span I under Floor loading <br /> -- --v <br /> Span I <br /> Max. Reaction Total(lb) 4231 6720 <br /> Live(Ib) 1821 1404 <br /> Required Brg. Lengthh n) 1.50(V) 2.130) <br /> Max. Unbraced Length(in) 32 <br /> Copyright I" i '�5 by Trus Joist MacP,i',a ., a limited party !p. Boise, Idaho. <br /> Microllam" ane -i-Beam" are tradem,-`Ls of Trus Joist Mach: ;•.n. <br />