HomeMy WebLinkAboutTRUSS JOIST - 06-00284 - 668 Meadowbrook St - New SFRri
;A WTV
;llsel Business
TJ -Beate 6.20° metal Number' 71 1 1 0
28' Flush Beam.
5118. IV x 24** Classic Glulam' (24F - Y8 DF)
Pte; E�� ���56 � THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
LOADS
Analysis is for a Header (Flush Beam) 1 Member. Tributary Loyd Width: 12'
Primary Load Group - Residenfial - Living areas (p -. 40.0 Lige at 100 % duration, 1 . Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Der Other
Width Lente L/Del
1 Stud wall 3.5W 4.2014 6720 / 2435 / 0 / 9155 By Others None
Stud wail 15011 4.29" 6720 2435 / 019155 By Others None
-See TJ S CI I 'S BUILDERS GUIDE for detail(s): By Others
-Bearing, length requirement exceeds input support(s) 1} 2. Supplemental h awe r required satisfy bearequirements.
DESIGN CONTROLS:
-DefiecWn GrAeria: STANDARD(LL-U480.,TLU240)_
- ra L ; All compression edges (top and bottom) must be braced at 21`4" unless detailed owe, PToper aftachrnent and posifionng of
lateral bracing is required to achieve member stability.
A I I I *.'� . ..* I
�,.�. -. � _ _�., -�,y � � �. � -.�a -�.. � � 1. �+�'� ■ w � � °. �, �_�_� ,�_ '+.� :�'� �.� - ��� .. � � *'�' v--.,- � "7!'.*-- - f �'� � t.�°.* - �: -.� � .� �-�
Maximum Design
Contras
Control
Location
Shear (115s)
9Q4fi -7fi5fi
19fi84
Passed
(39%)
Rt end Span '{ ender Fkor kadirmg
Moment (Ft -Lbs)
62565 62565
89314
Passed
(70%)
MSD Span 1 under Floor loading
Live Load Defi (ire)
0.595
0_692
Passed
(U558)
NiID Span I under Floor [ceding
Total Load Deft (in}
0.871
7.383
Passed
(U409)
MID Span t under Floor loading
-DefiecWn GrAeria: STANDARD(LL-U480.,TLU240)_
- ra L ; All compression edges (top and bottom) must be braced at 21`4" unless detailed owe, PToper aftachrnent and posifionng of
lateral bracing is required to achieve member stability.
A I I I *.'� . ..* I
�,.�. -. � _ _�., -�,y � � �. � -.�a -�.. � � 1. �+�'� ■ w � � °. �, �_�_� ,�_ '+.� :�'� �.� - ��� .. � � *'�' v--.,- � "7!'.*-- - f �'� � t.�°.* - �: -.� � .� �-�
Glenn
Romney
- .. � i floor
�.a _ e
Copyright 0 2095,.by Trus Joint, a Weye:rhaeuzer RusiTxess
TJ-BeTJ-BearmD is o registered trademark of Trus Joist-
Classic
oist_Classic lug " is a trademazk of WeyeThaeuser.
OPEFtATOP. INF R
S
Eft Anderson
BMCWT
202 W. Main
, ID 8344G
Phone: (208) 356-9M
Fax W&3299
�.
Glenn
Romney
- .. � i floor
�.a _ e
Copyright 0 2095,.by Trus Joint, a Weye:rhaeuzer RusiTxess
TJ-BeTJ-BearmD is o registered trademark of Trus Joist-
Classic
oist_Classic lug " is a trademazk of WeyeThaeuser.
OPEFtATOP. INF R
S
Eft Anderson
BMCWT
202 W. Main
, ID 8344G
Phone: (208) 356-9M
Fax W&3299
N
0
4r TV
*v ux-rBuswess
TJ- eat 6.20 Sem Mwnb0r. 7 D04i 112-05
Flush Beam
5118 11 x 24" Classic GlulamTm (24F - V8 DF)
Use[ 1 8I16f20081Q2539 AM
Page Engine Versbrt620.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND !(}ADS LISTED
Load Group: Primary Load Group
Max. Vertical Reaction Total
Max. Vertical Reaction Live
Required Bearing Length in
Max. Unbraced Length ( i
Loading on all spans
Shear at Support (lbs)
Max Sher at Support ( I )
Meurer Reaction (lbs)
Support Reaction (lbs)
Moment (Ft -Lb
Loading n all spans, LD
sliear at Support (lbs)
Max Shear at Support (I
Member Reaction ( Ib
Support Reaction (lbs)
Moment (Ft -Lbs)
Live Deflection i
Total Deflection (i)
8.00""
(lbs) 1 9155
(lbs) 6720 6720
4.20(W) 4. M
256
LDF 0.90 1.0
2036
2406
2406
2435
PROJECT INFORMATION:
Glenn Romney Basement floor beam
Dead
-2036
-2406
2406
2435
1. 0 Dead
71656
9046
9046
9155
Copyright 0 2005 by Trus Joist, a Weye reuse r Business
TJ -B a y@ ia a registered trail mar of Trus Joi t .
Classic Glulard— ;5 a trademark of Weyerhaeuser.
1. 0 Floor
-656
-9046
904
9155
62565
0.595
0.811
OPERATOR INFORMATION:
Erie Anderson
BMC WEST
202 W. Main
Rexburg, tU 83440
Phvne : {2Q$} 356-292
Fax : (208) 356-3299
ea nde rson@bm cwest com