HomeMy WebLinkAboutENGINEERING CALCS 12/29/2000 - 01-00002 - Premier Performance - New WarehouseDesi'gn Intelligence, LLC
En2ineering Calculations summaryiptioVED
Date: December 29, 2000
Subject: Preml*er Perfonnance Products
Customer,: Fuss Michaelson
PRE
Ab-stka'�C'A'
BUILDING INSPECTOR
This analysis uses the Design Criteria required by the local J*urisdiction and the 1997 UBC as the basis for the
calculations.
Materials:
Concrete: -3
3000 psi rg 28 day
Reinforcing Steel - fy = 60,000 psi
Wood Fir UBC 1997
Assumptions:
Design Lands:
Live Load — SQ psf
Dead Land -- 15 psf
Partition Load — 20 psf
References,
Uniform Building Cade, 1997 Edition
Customer Anchor Boat Drawings
Trus Joist McMillan Design Guide
Summary:
A11 j oist and feting sizes are shown an the drawings,,
1
These calculations andincluded details are for
this location and customer only and not to be
reused i nnman n without the written
-S
consent of Intelligence.
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Design intell-
igence
466 South 3rd East
Rexbuajdaho 83440
TRISTEEL CONSTRUCTION
Premier Performa C oducts
Dr Loads —.---,-- _�
5now Load;
Wind Load
Seismic
done 2'B
Wind Loads
Reduction Use I
_ O.Opsf 35.0p
0. 0 psf � —TP
2.5 psf 32.5 psf
5. 1 psf 29.9 _ Lpsf
7.4 psf 27.6 ,psi
9.41psf 25.6 psf
i70 MPh*01 11 "Pe I
!Ph
Seismic Loads
16.4
90 mph
20.8
1.'19 Exposure C
1.3 Horizontal
0.7 Vertical
2 5.4 psf Horizontal
13.7 psf Vertical
V = X2.5*Ca*I"W/R
Ca = 0.28,
V 0-11271WMmh�
Page 1
i
4
0.44
5.5
r
Des
ign intelligence
464 South 3rd East
TRISTEEL CONSTRUCTION
Premier Performance Products
Page 1
12/29/00
'Design - Intelligence
466 South 3rd East
RexburgIdaho 83440
TRISTEEL CONSTRUCTION
Premier Performance Products
near Wall Analysis Short Wall
seismic Analysis
Sets -MIC Multiplier
0.127
WidthLi
Load
upper 1-foor Dead Load'Weight I
30 45
15 on��� i�
Long Wall Length 45 ft
Short Wall Length 30 -- ft
Wall Dead Load
I -irithHeight 'Length tLoad
9
150
Seismic. Force' Mid Height of Wall'
Shear Wall Length
gp ft
.....................
Shear per ft in Wall @Mrd Height
i
Weight
___ 101251bsi
�_. _ _ _ 3858
Ibs
Use APA Rated PI "�—
th 8ywood wi d nails @ 6"' oxpanel ed
and ���3o
.c. in the field..
Page 7
es
BEAMUSA 10()l Serial Nurnber: 7000011708
page I
12/29/00 11:10:42 AM
c Build Code: 124
Future Office Space Floor Joists
11.875" TJ1@/Pr0TM.j,50 JOIST @ 16.0" o/c
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
LOADS: Product Diagram i nc
nai i for Joist Member Support,n
g FLOOR COM. Application. Loads(psf)., 50 Live at 100% duraVon, 15 Dead 20 a I ion
'PT:
1 2X4 Plate
2x4 Plate
INPUT BEARING
WIDTH LENGTH
3.5011
5011 .1T
.5011 2-251P
2 1P
JUSTIFICATION
Left Face
Right Face
R�AGTiQNS(Jbs.)
LIVE/ DEAD/ TOTAL
522136 ! 888
522/366 1$88
- See Trus Joist SPECiFIER'S 1 BUILDER'S GUIDES for d..tai!(s): A3.
DESIGN CONTROLS:
MAXIMUM
Shear(Ib)
1000 1000
vvr ntJLX420
Reaction(Ib)
995 995
1 d81
Mornent(ft-Ib)
3296 396
3765
Live Defl.{in}
0.278�.38�P
Total Defl.(in)
0.473
0.763
DETAIL
Detail
Detail
T
1 ,r'L L Rim
1,25" LL .irn
TNUL LOCATION
0 Lt. end Span I under Safe loading
P d(92%) Bearing I under
Safe din
Passed % MICS Span 1 Ander
Floor Iain
Passed(U658) MID Span 1 und r
1tmate Load criteria
P d(L/387) MID SDa n 1 H n d r EI ,
-Allowable o rn nt was increased for repetitive ��r ldIj 1
- CItlnn Criteria,,T LL;.
TL. L �,T. L/ 0
- Deflection analysis Is based on COMposite 7 action with layer the ��rprlt r -rated,, r L ESNAILED
giddecking. ren� Lu : All �n�r�,
Posit' ,r��� and must b brayed at o/unless detailed'othrMtrbracing ir���lyd t achieve member stability,se. Proper attachment an
d
- Concentrated load requirements for .
standard non-residential floors have been
nrdrd.
ADDITIONAL NOTES
- IMPORTANT! The analysis presented
d
thapplication, . � utPut err�r developed
b Trus Joist. Trus Joist rr n,tt� �l� �fl{.
td products
byftware will
accomplished in accordanceits Tau Joist Product design criteria2nd code design values, The
ip ro,du� �put di n Idimensionsf and stated ha been Provided the r. This outputr'id by aTrus Joist Associate.
- Not all products are readilyavailable. with ��r u�lir or TriJo.
t technical representative forproduct
availability. ii .l.
t .-T� ANALYSIS FOR T JOIST PRODUCTS ONLY! PRODUCT��T�TTJi I� THIS I.LI .- Allowable StressDesign methodology was used for Code NEL anal inthe TrJost
Residential r du t listed above,
PROJECT INFORMATION
Premier Products Building
OPERATOR INFORMATION.-
Design
NFpRMAYIOH:design Intelligence, LSC
Scott A Spaulding
466 South 3rd Eas#,
Rexburg, Idaho 8344
208-359-1461
208-359-0740
Copyright 0 2000 by TrUS Joist, Weyerheruer BLJrnest Prow T-Tr,�� T��9
�'�� T._rrrrrlf Trus Joist,
TJ10 is a registered traidemark of Trus Joist,