BLD2020-1266+Structural_Calculations+11.19.2020_7.34.31_AMJob
Truss
Truss Type
Qty
Ply
Heritage Portable Buildings 380
103826
P2009201
KINGPOST
1
1
Job Reference (optional)
UFP Industries Inc., Grand Rapids, MI 49525, Tom Craig 8.410 a Jun 25 2020 MiTek Industries, Inc. Tue Nov 17 13:26:45 2020 Page 1 of 1
ID:?hs968ew3_htcflxyYeM2MyhJx?-K?_5kiCPjpjXCXbZbYILg1 LCkHwE9ljFtBQhNPyIFRU
0-7-12 6-0-0 12-0-0 12-7-12
0-7-12 6-0-0 6-0-0 0-7-12
4x6
2
5.00 V2
4 5
1 3 1
See Note 8 See Note
6-0-0 12-0-0
6-0-0 6-0-0
Plate Offsets X,Y - 2:0-3-0,0-0-10
LOADING (psf)
TCLL 30.0
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
(Roof Snow=30.0)
Plate Grip DOL 1.15
TC 0.40
Vert(LL) -0.07 1-2 >999 240
MT20 185/144
TCLL 8.0
Lumber DOL 1.15
BC 0.00
Vert(CT) -0.09 1-2 >999 180
BCDL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00 n/a n/a
BCDL 0.0
Code IBC2015/TPI2014
Matrix-R
Weight: 27 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x6 HF No.2 or 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. [P]
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=499/0-2-0 (min. 0-1-8), 1=49910-2-0 (min. 0-1-8)
Max Horz3=-743(LC 1), 1=743(LC 1)
Max Uplift3=-147(LC 8), 1=-147(LC 7)
FORCES. (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-4=-859/377, 2-4=-705/392, 2-5=-705/392, 3-5=-859/377
NOTES-
1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91 mph; TCDL=4.8psf; BCDL=O.Opsf; h=1 Oft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord.
5) Bearing at joint(s) 3, 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 1.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 3 and 147 lb uplift at joint 1.
8) Non Standard bearing condition. Review required.
9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard