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Member Calculations Report
Edward Hines Lumber Company
Hi708 u.s. Highway .'ll North
Westfield, IN 46074
(317) 896-5448
Application:
Upper Level
Floor
Slat us:
Plott{"d
Yes
LcnlName:
Non-Residential:
,
, ~ ,b
L
J
,
20'
2 ~
Design Date: 3/212007 9:20:27 AM
Report O:lle: 4/3012007 7:59:48 AM
Obiect: Flush Beam #82
General:
Product: 13/4" x 14" 1.9E Microllam LVL Plies: 2
Deflection Criteria: Standard, Live Load Ll360. Total Load Ll240
Member Weight (pit) per ply: 7.1
Design Value Control Value Result
Moment (Ft-Ibs) 7283 24258 Passed
Shear (lbs.) -1222 9310 Passed
Live Load Deflection (") .26" .67" Passed
Total Load Detlection n .36" I" Passed
Reaction (lbs.) 1372 2603 Passed
Bearim!s:
Bearing Location Input Length Required Length
I Drop Beam By Others II 25 0 I 3/4" I 3/4"
2 Drop Beam By Others # 27 20' I 3/4" 1 3/4"
Reactions:
Assumed Member \Veight (1'11): 14
Location
I (Ibs.)
2 (lbs.)
1/4"
19' II 3/4"
Dead Load
369
384
Live Load
980
986
Total Load
1349
1371
Uplift
o
o
Loads:
Load
Distributed (pIt)
Distributed (pIt)
Distributed (pll)
Concentrated (lbs.)
Concentrated (lbs.)
12' 5"
Live
80 to 80
40 to 40
80 to 80
261
277
Dead
20 to 20
10 to 10
20 to 20
90
27
Type
Floor
Floor
Floor
Floor
Floor
Location
o to 8' 1 1/2"
8' I 1/2" to 12' 5"
12' 5" to 20'
8' I 1/2"
Notes:
Design Methodology: ASD
IMPORTANT! Thc analysis presented above is output II"On1 sot1:\vare developed b)' Trus Joist (TJ). Allowable product \'nlues
shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design
loads and stated dimensions have been provided by others, have 110t been checked for conformance with the design drawings ortbe
building, and have not been reviewed by TJ Engineering.
See TrllS Joist Fnllncr's PockL'l Guic/r.: lor PnJducr Trademark l/Jfo/"/1Ji.uion
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Member Calculations Report
Edward Hines Lumber Company
16708 U.S. Highway 31 North
Westfield, IN 46074
(317) 896-5448
LnelName:
Ullper Level
Floor
Status:
1>lottcd
Application:
Nun-Rcsid('nlial:
Yes
~
'1_
b
2
3111112"
'I
,
1
Design Date: 3/2/2007 9:20:27 AM
Report Date: 4/3012007 8:00: 15 AM
t
Obiect: F/usb Beam #84
General:
Product: 13/4" x 14" 1.9E Microllam LVL Plies: 2
Deflection Criteria: Standard, Live Load L/360, Total Load L/240
Member Weight (pit) per ply: 7.1
Momenl (Ft-Ib.)
Shear (Ibs.)
Live Load Dellection (")
Tota] Load Deflection (")
Reaction (lbs.)
Bearines:
Design Value
288
-97
o
o
304
Control Yalue
24258
9310
1-"
. .,
Result
Passed
Passed
Passed
Passed
Passed
.]9"
304
2
Bearing.
Flush Beam # 82
Wall # 55
Location
3' 11 112"
o
Input Length
o
3 1/2"
Required Length
I 1/2"
3 1/2"
Reactions:
Assumed Member Weight (pi!): 14
I~ocalion
] (Ibs.)
2 (Ibs.)
Loads:
Load
Distributed (pit)
Distributed (pIt)
3' 11 1/2"
Dead Load
27
29
Live Load
277
320
Total Load
303
348
Uplift
o
o
2"
Location
31/2"t03' 111/2"
01031/2"
Live
146.1 [0 146.1
\46.1"to 146.1
Dead
o to 0
o to 0
Type
Floor
Floor
1.lallf!ers:
Bearing # I
Top MOLlllt .................. ITT414
Nailing Pallern Information
Member Nails ...............:2 - Nl0
Face Nails.. .....2 - N I 0
Top Nails.. .4-NIO
Geometry Information
See Trus .10ist Framer's Pockl'l (JLlidc fix Producl Tradt'rnnrk Information
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P"sc:
l'I-"I"CI11r i"l'\' (13 02 :O(J7..1()j,
Dc-sign Date: 3/2/2f)1I7 9:211:27 Al\l
Skew.. .... ............... 00
Slope. 00
Top Flange.................. 00
No Web Stiffeners Required
Supp0l1..................... L VL
Hanger Note:
( 1) I ndicates nOll-stocked hanger
Report Date: -t/30/211117 8:00: 15 AM
Notes:
Design Methodology: ASD
IMPORTANT! The analysis presented above is output from software developed by Trus Joist (TJ). Allowable product values
shown are in accordance with current TJ materials and code accepted design values. The specific product application, input design
loads and stated dimensions have bcen provided by others, have not becn checked lor conformance \vith the design drawings orthe
building, and have not been reviewed by TJ Engineering.
See TrllS JnlSI FnllllCr'~ PocKet GUide (i:ll [>)"uducl Trademark Il1f<lr1l7:llion
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Member Calculations Report
Edward Bines Lumber Company
16708 U.S. Highway 31 North
Westfield, IN .t607-1
(317) 896-5448
Application:
Upper Lenl
Fluor
Status:
!,Iotted
Yes
Lcn'll\'amr:
j\'oll-Rcsidential:
I
[]
'.'.
~~
~
3'8'"
n
~
'-j~
2
Design Date: 3/2/2007 9:20:27 AM
ReJlort Date: 4/3{)/2007 8:00:27 AM
Obiect: Flush Beam #83
General:
Product: ] 3/4" x 14" 1.9E Microllam L VL Plies: 2
Deflection Criteria: Standard, Live Load L/360, Tola1 Load L/240
Member Weight (pi/) per ply: 7.1
Design Value Control Value Result
Moment (Ft-Ibs) 307 24258 Passed
Shear (Ibs.) 117 9310 Passed
Live Load Oenection (") 0 .12" Passed
Total Load Deflection (") 0 .]8" Passed
Reaction (lhs.) 35] 351 Passed
Beariu1!s:
nearing Location Input Length Required Length
1 Flush Beam # 82 0 0 I ]/2"
2 Wall # 56 3' 8" ] 1/2" 3 ]/2"
Reactions:
Assumed Member Weight (pIO: 14
Location
I (lbs.)
2 (lbs.)
o
Dead Load
90
103
Live Load
26]
304
Total Load
350
407
Uplift
o
o
3' 6"
Loads:
Load
Distributed (pit)
Distributed (pin
Location
Live
14910149
149 to 149
Dead
37.2 to 37.2
37.2 to 37.2
Type
Floor
Floor
0103'41/2"
3' 4 112" to 3' 8"
Hangers:
Bearing II 1
Top Mount .."."....."".. ITT414
Nailing Pattern Information
Member Nnils... .....2 - NIO
Face Nails .................:2 - NIO
Top Nails. ................. 4 - Nl0
Gcorndry Information
See TrLlS .loist Fralll<:r\ Pocket Guide ror Product Tt'~\lkmark Information
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Design Date: 3/2/21107 9:20:27 AM
Report Date: 4/30/21107 8:tJO:27 Al\'l
Skew..
...........00
Slope ...00
Top flange.................. 00
No Web StilTeners Required
Support..................... LVL
Hanger Note:
(I) Indicates floIl-stocked hanger
Noles:
Design Methodology: ASD
IMPORTANT! The analysis presented above is ouLput from software developed hy Trus Joist (T.I). Allowable product values
shO\vn are in accordance with current TJ materials and code accepted design vahles. The specilic product application, input design
loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the
building, and have not been reviewed by TJ Engineering.
See Tnls .foist Fl"allll'l"'s PockeL (Iuide for Prlldllct Tr~ldcll1ark Information
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