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I I 3 /4 " XII 7 4, " MI CROLLAI i
BLOCKING @ 48" O.C.
(FIRST SPACE ONLY)
- -- BY TJr1. .
TJI BLOCKING O
PANELS @ 48" O.C.
1111 BY TJr1, ccv S' S 619 S ,
( orGe)- L bD. - 31A
lame: JOHN DUNCAN OFFICE Location: TIGARD. OR. Order D: 2 -96- 115 7 APRIL 97 10:18:26
)es* Methodology: ALLOWABLE STRESS DESIGN(ASD)
iuilding Code: ICBO Horiiontal Repetitive
lty. Type Series Profile Depth(s) Pin to Pin Members
49 A TIS PARALLEL 48.00" 62'- 0.50" NOT USED
lottam Chord Slope 0.375 " /ft Right End High
•-- - - - - -- APPLICATION AND SPECIAL LOADS / TRUSS DEFLECTIONS - -- LOAD GROUP i 1 @ 32.0" O.C.
Snow Roof Load Class: Snow(1.15) Live Load: 25.0 Psf Dead Load: 15.0 Psf
TOTE: For Strap, Screen, and Brace lateral loads, negative loads act toward left end of truss.
SPECIAL Live Load Dead Load Starting From Applied
LOADS Units Loads Class Loads Width Location Bro. Chord To
Snow Drift Psf 0/ 23 Snow(1.15) 0 5' 5" 0.00" Right Too Chord Add
Strap Lbs 5400 Wind(1.33) 0 0.00" Left Too Chord Add
Strap Lbs -5400 Wind(1.33) 0 0.00" Right Top Chord Add
Live Load Defl.: 1.718" OR L/ 433 Total Load Defl.: 2.742" OR L/ 271 Mid Span Camber: 1.879" OR V 336
Truss analysis includes consideration for multiple load Group inputs. --
mall - - - TRUSS CAPACITY MEETS OR EXCEEDS THE DESIGN LOAD REQUIREMENTS DESCRIBED ABOVE - - - - - -- ---oaf*
IMPORTANT! The analysis presented below is output from software developed by TRUS JOIST MacMILLAN.
Allowable product values shown are in accordance with current TRUS JOIST MacMILLAN materials and
design values. TRUS JOIST MacnILLAN enoineerina has verified the analysis. The input loads and
dimensions have been provided by others and must be verified and approved for the specific application
by the design professional for the project. Truss design values have been accepted by the following
agencies: CABO, ICBO, SBCCI, BOCA, LAC AND OSA
BUILDING DIMENSIONS --- ---- --
Left Bearing Face to Face of Right Bearing
Width = Bearings = Width =
- - - -- - -- TRUSS INFORMATION - - -- - -----
MOTE: Truss member forces are based on Load Group fl Total Loads (01/3_/01)
Left Clip: S -CLIP Right Clip: S -CLIP Left Right
Reactions (Max /Min): 3382/ 939 Lbs, 3586/ 933 Lbs. Top Chord Pin to End 3.50" 3.50"
Bearidos: TOP PINII 1 TOP PINT 16 Btm Chord Pin to End 9.00" 9.00"
Too Chord Length = 62'- 7.87" of 2- 1.50X 2.30" 2.2E Microllam -LVL
Btm Chord Length = 59'- 4.35" of 2- 1.50X 2.30" 2.2E Microllam -LVL
i
14 panels at 49.6576"
-- ----------------------/\/--
B -1853 a -5012 a -7622 * -9772 . -11439 . -/2628_. -13338 . -13569 -13322_, -12595_, -11390 . -9707 a -7539 a -4918 l
-3677 -2972 -2524 -2009 -1511 -109 -507 -6 45 97 1500 1995 2517 2943
Web 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 14 13 12 11 10 9 8 7 6 5 4 3
3680 2970 2525 2008 1511 1008 508 6 - 496 -997 -1500 -1996 -2517 -2946
* 3512 * 6348 * 8758 . 10676 . 12119 . 13082 . 13566 . 13.,°72 . 13099 . 12147 . 10715 . 8810 a 6406 a 3595
I - -I - - - -- ----- ---- -_ / \ /----
24.93 14 panels at 43.5961"
49.658
1- - -- I
* -1700 B
3767
WebA 2 1
-3764
*
24.83
(B) Truss Bearing Point (a) 3/4 " Dia. Pin Location
(.) 1/2 " Dia. Pin Location (-) Compressive Force
-------------- - --- -- WEB INFORMATION --____ ___________.
-- --
Web Colors: 13ga.= Yellow, 14ga.= Green, 16ga.= Red, 18ga.= Black, 19ga. =Blue
WebU Dia. -ga. Holes Length Webil Dia. -qa. Holes Length Web(' Dia. -ga. Holes Length
1 51.50016 Large 52.01. 6 1.50016 Large 52.01 11 1.00019 Small 52.01
2 1.50014 Large 52.01 7 1.25019 Trans 52.01 12 1.25019 Small 52.01
3 1.25016 Large 52.01 8 1.50016 Small 52.01 113 -15 1.00019 Small 52.01
4 1.50016 Large 52.01 9 1.00019 Small 52.01
5 1.25019 Large 52.01 10 1.25016 Small 52.01
In addition to LOAD GROUP UI LOADS, the following LOAD GROUP LOADS also were used to generate critical member forces
i
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