|
3� � � �.R
<br /> . - � 1- r
<br />� '.� w .'�. '��
<br /> CHASKA BUILDING CENTER Merk Ostby 21 Apr 2�05 9:52 em
<br /> 350 Eest Hlghway 212 P,O, Box 89, Chaska, MN. 55318 (952)448-B776
<br /> FASTBeam�En ineerin Anal sls�1996-2004 Geo !a-Paclflc Co orefion Verslon: 5.0
<br /> ProJect :
<br /> Mark# : Beam -Floor
<br /> Usage : Beam (Floor) Repetltive : No Spacing(In.) : 0.0
<br /> Max Defl : LL ■ LI360 TL= L/240 Composlte Actlon ; No
<br /> �-
<br /> fi.0',666 p!I � � � B4O",666 pel
<br /> -,��,,� . � ., _ � �.,�
<br /> � �
<br /> ���� � ,.
<br /> ,a,o„ /�7'''I''�','r/J�')
<br /> LOAD3 Project Dealpn Loeds;Flaor Uve=40 paf, Deedol6 psf,'Roo�,Uve=35 psf, Desd�20 psf.
<br /> LIvs+Dead Ld(1� Llva Ld(�) LDF Locatlon�
<br /> # 9ha e Stert End 3tart End 3 an# Sterta Ends Additlonal Info
<br /> 1 Unlform(plf) 440 320 100% 0 0'0" 12'0"
<br /> 2 Unlform(plf) 90 0 100°�6 0 0'0" 12'0"
<br /> 3 Unlform(pM) 110 70 11596 0 0'0" 12'0"
<br /> d Partlal(plf) 990 630 115% 0 0'0" 2'0"
<br /> s Concentrated(Ibe) 5940 4320 10096 0 2'0"
<br /> 6 Concentrated(Ibe) 5840 4320 10096 0 12'0"
<br /> Unitorm(plf) 13 0 0 0 12'0" Self Welght
<br /> •Dimenslone measured irom le�end when span#Is 0,otherwise from le(t end of the specl�ed spen
<br /> SUPPORTS(Ibs) —" "- -
<br /> � x
<br /> Max R'n 10822 10962
<br /> Max 100% 5320 B�BD
<br /> Mex 118'/e 187� 525
<br /> MI�R'n 3627 3467
<br /> Mln 1009�. 552� 8960
<br /> Mln 11S'/a 1575 525
<br /> DL,R'n 3527 �g�
<br /> Min Bra(In.) 5.37 5.54 (Baaed on bearing stroee below]
<br /> er 9tr al 885 665
<br /> DESlC?N
<br /> Value Span X Group Allow LDF Ratlo
<br /> V(Iba) 7755 1 1'S" 21 9310 100% 0.83
<br /> M((t-lba) 17527 1 4'7" 21 27182 100°� 0.66
<br /> ltRn(Ib8) 10822 0 0'0" 61 11885 100°� 0,80 See Note#5
<br /> RtRn(Ibs) 1�952 0 12'0" 81 11865 100% 0.92 See Note#�5
<br /> LlDefl(In.) 0.23 1 6'0" 61 0.40 U614
<br /> TlDefl(In.) 0.36 1 B'0" 61 0 60 , . U399
<br /> _�._..��
<br /> USE: O�IA 2.OE 1.7Sx14.00" 2 Plles Grad�, Plles aelected by User
<br /> t3•P L,AM tm Oeorgla-Pacific Corp.
<br /> NOTEB:
<br /> 1.Deslpnad�n accordance wlth Netlona/Dealpn SpeciFlceBons for Wood Constr�ctlon and eppllceble Approvala or Ressarch Repons,
<br /> 2.Provlde larora/aupporr at ths bsarinp locallon neerost eaoh end of the mernbor. Contlnuoua latera/aupport roqulred fo�compreas/on
<br /> edge.
<br /> 3.Loada have been/nput by the uaer and have not bsen verffiod by Georp/o-PaclBc Corporatlon,
<br /> 4.Des/gn valld!or Ory uae only.
<br /> B, Thle roacNon la beaod on the eombinallon of loada 6 duratlon/bctors that producea the h►pheat atross ratlo end may be leaa then
<br /> maxlmum roactlon. Thar+ofore, when nacflon valuas are requlrod, uae Max R n Irom 'Supports'aectfon.bove,
<br /> B.9earin0 lanpth based on daslgn mater�a/;suppoR mafarlal cepae/ty aha!/be varlqed(by othara).
<br /> 7. Whan rsqulred by ths bulidlnp eode,a rep/storbd dea/pn prol'esa/onel o�bulldlnp offlcla!ahould varlly the/nput/oada and product
<br /> app!lcadon.
<br /> 8. Thls ang/neered lurnber product haa been s/:sd for repldenflal u�o.A eoneentretod/oad check,per the bulld►ng code,must be perlormad
<br /> Ior commar�c►al uaeQ.
<br /> 8. VoNIy fhat loed/a appNed et top or equeliy Irom both sldea,
<br /> 10,Nail pliea toQethor wlth 1 Bd nalla�12'da along top ond bottom ed�sa and thnu csnM�Nall Nrom altemato�eces, 2"from edpes.
<br /> 11. Company,p�oducf or brand names referenced a�e trademorka or repl�rored bademarks of thelr raspective owners,
<br /> 12.Load Combinotlona:10=D, 20�D+1009e,90=D+��6�6,�0�D+�$�,�p.D t 133if,,60�D+9009�6+11$90, 70�D+100�+185%
<br /> ,80�D+�004�+1339�b, 80=D+1009�6�11a9f+13395/2, 100 o D+100l�6+11�9�t 13393, 110■D+Commercla/Ld(10046)
<br /> 13. Grou m Load Combinatlon Number t Loed Pafterrr numbsr. For elm le a en Loed attern�1�r LL 0 ror D .
<br /> lj� 'd Otiti� 'oN aa�ua� �uiP � � �9 p�ISp�I� Wd90 � O1 SOOZ 'lZ 'ady
<br />
|