HomeMy WebLinkAboutjoist test - MST2022-00493 EWP Studio Client Date 12/8/2021
FirSimpson Strong Tiee Project Input by KYRABELWOOD RECEIVED
i Component Solutions Address Job Name CALCS
!� T
Project# DEC 0 1 2022
J2-MAIN RFPI 20 9.500" - PASSED Level.MAIN Levet
CITY OF TIGARD
BUILDING DIVISION
- r -- 1 - r -
I
1
ti 1/2.
1 D.Fir 2 D.Fir 3 D.Fir 4 D Fir
't 10' 1. 9'11" '1 3/4"
29'4"
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application Floor Brg Direction Live Dead Snow Wnd Const
Spacing: 16"o.c. Design Method: ASD 1 Vertical 211 63 0 0 0
Moisture Condition: Dry Building Code: IBC 2018 2 Vertical 551 165 0 0 0
Deflection LL: 480 Load Sharing: No 3 Vertical 588 176 0 0 0
Deflection TL: 360 Deck: 3/4 APA Rated Sturd-I- 4 Vertical 214 64 0 0 0
Importance: Normal-II FloorOSB Nailed and
Glued
Temperature: Temp a=100*F a
Bearings
Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld Comb.
1-D.Fir 5.500" Vert 25% 63/241 305 L_L D+L
2-D.Fir 3.500" Vert 43% 165/598 763 LL_ D+L
Analysis Results _ 3-D.Fir 3.500" Vert 45% 177/625 802 _LL D+L
Analysis Actual Location Allowed Capacity Comb. Case 4-D.Fir 1.750" Vert 33% 64/240 304 L_L D+L
Nag Moment -735 ft-lb 19'5" 2820 ft-lb 0.261(26%) D+L _LL
Unbraced -735 ft-lb 19'5" 2820 ft-lb 0.261(26%) D+L _LL
Pos Moment 641 ft-lb 24'11 3/8" 2820 ft-lb 0.227(23%)D+L L_L
Shear 4161b 19'5" 1220 lb 0,341(34%)D+L _LL
LL Deft inch 0.053(U2228) 24'6" 0.246(U480) 0.215(22%)L L_L
TL Defl inch 0.065(U1814) 24'69/16" 0.328(U360) 0,198(20%)D+L L_L
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support
may also be required at the interior bearings by the bu Kling code
2 Bottom flange must be laterally braced at a maximum of 0 o.c.
ID Load Type Location Trib Wdth Dead 0.9 Live 1 Snow 1.15 Wnd 1.6 Const. 1.25 Comments
1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
OFFICE COPY
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Nees rcenocaia 5.a. de War...pp«i at wrap 0,,,,,m r,rd Manufacturer Into PACIFIC LUMBER&TRUSS CO.
on
ireia d.yremem and Ieaamn 10515 SWALLEN BLVD,OREGON
c.h..ired s'osto'd oeag-.s a rnoo.wat w,d Pe Handling&tnstalletion B.Web n�«�,,,�load al attowtn M,,,,�,,,, Roseburg Forest Products 97005
.auawM wewacy of ea caneaneru e.e.d on m• i ua.f firge....,e not w an a died penal wad bewq ie^Y•--3.s inches 4500 Riddle By-pass Rd
deeir ere... roe f••d"a .now- h . m. 2 keie.toi.leti Dory,of eye Iloni woad ninm.ben 7 row fiat.eah NoHde wooer dra aae to pretreat Riddle OR 97469 503-858-9663
rtr.eepbady o,the e-,eeme,rrdm the
e co"...to defal.Sot It r..nq dews.aart a ua>.nete*web how pang ,
component me coaent u,n.bary of the .,iep:led onn bndon9 dew*na-wpy i.uwnc d.ur*and (541)7134-4005
aaNcaean r.d•.d verly ne d nenuen.and wader. wnanye.ecoat dews www.roseburg corn
Lumber 3.Damaged!Comm mt.,.aneiaed APA PR-L259.ICC-ES.ESR•1251 Pauli umber
Dry aerate con dawn unless noted abeam. by
Dear a.a.,.e..top Mange to be laterally aesbanedI \Afi�
2 i.fma not mwveatedwrnbrereu.danf«ca+woe ea.n.ae,.goa,<w.anwnerpnee,Ny & TRUSS
notes This design is valid until 5242024
EWP Studio Version 21 32 340 Powered by iSirurt'a Oaiaset:21042601 3993 '�1
EProjEWP Studio Client: Date 12/8/2021 Page 2 of 2
Simpson Strong-Ties
ect: Input by KYRA BELWOOD
Address Job Name' CALCS
Component Solutions-"
Project N-
J5-MAIN RFPI 20 9.500" - PASSED Level:MAIN Level
'I t
1
d 0 0
10 Fr 20.Fir 3D.Fir
11'2" 12'9" 4,1 314"
23'11"
Member Information Reactions UNPATTERNED lb(Uplift)
Type Joist Application Floor Brg D reckon Live Dead Snow VVrnd Const
Spacing 16'o.c. Design Method ASD 1 Vertical 226 68 0 0 0
Moisture Condition Dry Building Code IBC 2018 2 Vertical 777 233 0 0 0
Deflection LL 480 Load Sharing No 3 Vertical 272 82 0 0 0
Deflection TL 360 Deck 3/4 APA Rated Sturd-I-
'mportance Normal-it FloorOSB Nailed and
Glued
Temperature Temp<=100'F
Bearings
Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb.
1-D.Fir 5.500" Vert 28% 68/277 344 L_ D+L
2-D.Fir 3.500" Vert 57% 234 1 779 1013 LL D+L
Analysis Results 3-D.Fir 1.750" Vert 42% 81/298 380 _L D+L
Analysis Actual Location Allowed Capacity Comb. Case
Neg Moment -1166 ft-lb 11 2' 2820 ft-lb .D.413(41%) D+L LL
Unbraced -1166 ft-lb 11 2' 2820 ft-lb 0 413(41%) D+L LL
Pos Moment 1009 ft-lb 18'5 1/4" 2820 ft-lb 0.358(36%) D+L _L
Shear 531 lb 11 2- 1220 lb 0.435(44%) D+L LL
LL Deft inch 0.123(L/1239) 179 3/4" 0.317(U480) 0 387(39%) L _L
TL Deft inch 0 151 (U1004) 1710 1 r2" 0.422(U360) 0.358(36%) D+L _L
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings Lateral support
may also be required at the rntenor bearings by the building code.
2 Bottom flange must be laterally braced at a maximum of 0 o.c.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Vsind 1.6 Const. 1.25 Comments
1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Notes u'.^tr. s P,oM.ions.,mart an bea q Pant to ava a Manufacturer Info PACIFIC LUMBER&TRUSS CO.
c�ea see.m,.d o.. .a,..no^.,ete only or the Handling&Installatton Weed°ap1t'°"'°"`a"a`°"m°" Roseburg Forest Products 10515 SW ALLEN BLVD OREGON
w cirri or u.e concede/NI mad a�the e.win semen to,w'm load as shown Me.e„m d 97005
d..1p, =dd. ^M0 any^ 6 .. t^^ z.R tier,. dried �r tp «O5.... R4iddle
0RrOR 7469 Rd 50385.8-9663
,o.om.odry of no o,amo,.,.,dro,The wrr.a.m -rroe lo dvvef1 Ridden OR 97469
.ware ne <o^w,.^, M5.w+y et m. oa.na.d that ed darned mt t..ertm«Caere..web loci. ao,�d^c 541 7844005
.00&+«+.a,.o.,,ryme5.000 005.05loaa. u,•c bedr�a+,+.^.n M .We,^9 a.�..a f S
n.,e,.yu.eoe.aeur. www.roaeburg.Com
Lumber a Damaged b.roan.e M ea to used APA.PR-L259 ICC-ES:ESR-1251 �cifi �r
4 I ay same,wgae..,wee.^and ailerons by sta n.w^r.booatflange to be reerary�e.eaned
2 Das nof m be treated Yet,Ye baudwi of nwrc.n. ��• lwa Mw.mnp«r pxan.a in mP^..^^4 r...«.
Tins design is valid until 5242024 & TRUSS
EWP Studio Version 21 32 340 Powered by iStruct1Y Datasel 21042601.3993
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