HomeMy WebLinkAboutJOISTS (1) - 06-00230 - 673 Johnson St - New SFR09/:tl/06 THU 14:08 FAX 2085226459 BMC WEST TRUSS Z 001
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Porch Beam
TJ-B06m06.2a aena Numbo 00"5112Pis 2 PCs Of 1 3/4" x 18" 1.9E Microllam® LVL
P29 i sigh VR2
W:6.2571 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED Pert Q
Z�
Member Slope: 012 Roof Slope6;17
1❑, 2❑
All dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 8'
Primary Load Group - Snow (psf): 35.0 Live at 115 % duration, 16.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
Uniform(pff) Snow(1.15) 853.6 408.4 0 To 16' 6" Adds To
SUPPORTS:
Input
Bearing
Vertical Reactions (Ibs)
Detail
Other
Width
Length
Live/DeadlUpl!ft/Total
1 Stud wall 3.50"
728"
7235 / 3595 / 0110830
1_1: Blocking
1 Ply 1 1/4" x 18' 1.3E Timber$trandS LSL
2 Stud wall 3.50"
7.28"
7235 / 3595 / 0 / 10830
L1: Blocking
1 Ply 1 1/4" x 18" 1.3E TimberStrand® LSL
-See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): Lt: Blocking
-Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements.
Maximum Design Control Control Location
Shear (Ibs) 10611 -8478 13766 Passed (62%) Rt end Span 1 under Snow loading
Moment (Ft-Lbs) 42887 42887 44666 Passed (96%) MID Span 1 under Snow loading
Live Load Dell (in) 0.472 0.539 Passed (11411) MID Span 1 under Snow loading
Total Load Dan (in) 0.707 0.808 Passed (L/274) MID Span 1 under Snow loading
-Deflection Criteria: STANDARD(LL:L/360,TL:Lr240).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 3' o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing Is required to achieve member stability.
-Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented Is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above.
-Note: See TJ SPECIFIERS / BUILDER'S GUIDES for multiple ply connection.
O erat� or Notes'
Beam to replace bearing at original location.
PROJECT INFORMATION:
Alexander Const
Hasslem Res.
721 Johnson
Rexburg ID
Copyright h 2006 by 7ris aole9, a W<yerhae06er Bun1n_m
eicrnll.�m ir. a r9919t9red Tr&de%;rV of Trus Jol6t.
'!':1 OoSn\OT`_70-06\oord, beaa.cnc
OPERATOR INFORMATION:
BMC West
BMC West Truss
3715 Bombardier Ave.
Idaho Falls, ID 83402
Phone:208.523-6691
Fax :20B-522-6459
09/21/06 THU 14:08 FAX 2085226459 BMC WEST TRUSS
Porch Beam
AV.
V-8cam(s6.25Serial Nu be.70051128 5 2 PCs of 1 3/4" x 18" 1.9E Microitam® LVL
Page er Ze�r-.i Engine 6.2571 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
^ 16, 2. ov ^
Marc. Vertical Reaction Total (lbs) 10830 10830
Max. Vertical Reaction Live (lbs) 7235 7235
Required Bearing Length in 7.28(W) 7.28(W)
Max. Unbraced Length (in) 27
Loading on all spans, LVF - 0.90 , 1.0 Dead
Shear at Support (lbs) 2815 -2815
Max Shear at Support (lbs) 3523 -3523
Member Reaction, (lbs) 3523 3523
Support Reaction (lbs) 3595 3595
Moment (Ft-Lbs) 14238
Loading on all spans, LDF = 1.15 , 2.0 Dead -� 1.0 Floor + 1.0 Snow
Shear at Support (lbs) 6478 -8478
Max Shear at Support (1,bs) 10611 -10611
Member Reaction (lbs) 10611 10611
Support Reaction (lbs) 10830 1083*0
Moment (Ft-Lbs) 42867
Live Deflection (in) 0.472
Total Deflection (in) 0.707
PROJECT INFORMATION:
Alexander Const.
Hassler Res.
721Johnson
Rexburg ID
Copyright n 2006 by lrun .foist, a weyerho-veer Business
MiG=v11nm i8 a r_giatexed tre-d-maxV rir TrUt+ Josat.
7:\,Tot,c\07370-06\porcn beaa.=z
OPERATOR INFORMATION:
BMC West
BMC West Truss
3715 Bombardier Ave.
Idaho Falls, ID 83402
Phone: 246-623-6691
Fax :208-522-6459
0002