HomeMy WebLinkAboutEngineeringL. Roberto Lomas P. E.
1 of 3
1432 Woodford Rd.
Manufacturer: Masonite
Lewisville, NC 27023
Report #: 514008
434-688-0609
Date: 05/01 /2017
rilomasRlrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to
the product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ A w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(NDS 2012, TR12)
Nominal diameter: D: 0.190 in
Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in
Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in
Screw bending yield strength: Fyb = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50)
Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: t, = 1.000 in
Main member thickness: %= 1.500 in
Side member dowel bearing strength: F. = 4,650 psi
Main member dowel bearing strength: Fes„ = 3,350 psi
Side member dowel bearing length: I, = 1.000 in
Main member dowel bearing length: Im = 1.140 in
Mode I. Mode I, Mode II
Mode III, Mode III,
Mode IV
qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007
A: 0.00096 A: 0.00107
A: 0.0014
P = 725.61 Ibs p = 884 Ibs B: 1.07
B: 0.57 8: 0.5
B: 0.000
Ko = 2.400 Ko = 2.400 C:-427.67
C:-253.62 C: -267.7
C: -93.6
Z,,,= 302 Ibs Z,= 368 Ibs P = 331 Ibs
Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs
Ko = 2.400
P = 297 Ibs P = 319 Ibs
P = 263 Ibs
Min. Design value: Z= 110 Ibs Z= 138 Ibs
Kb = 2.400 Ko = 2.400 Ko = 2.400
Duration Factor: Co = 1.6
Z= 124 Ibs Z= 133 Ibs
Z= 110 Ibs
Allowable Design Value (ZCo): Z.= 175 Ibs/anchor
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(NDS 2012, TR12)
Nominal diameter: D: 0.190 in
Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in
Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in
Screw bending yield strength: Fyb = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50)
Main member: Steel strap/clip
Side member thickness: t,= 1.000 in
Main member thickness: t,= 0.048 in
Side member dowel bearing strength: F. = 4,650 psi
Main member dowel bearing strength: Fes„ = 61,850 psi
Side member dowel bearing length: I, = 1.000 in
Main member dowel bearing length: Im = 1.140 in
Mode I,
Mode I,
Mode IT
Mode III,
Mode III,
Mode IV
qm =
11752 Ibs/in
qs = 884 Ibs/in
A: 0.0003
A:
0.00059
A:
0.00033
A:
0.0006
P =
13397 Ibs
P = 884 Ibs
B: 1.07
B:
0.57
8:
0.5
B:
0.000
Ko =
2.400
Ko = 2.400
C:-4038.9
C:
-3864.9
C:
-267.7
C:
-93.6
Zm=
5582 Ibs
Z,= 368 Ibs
P = 2287 Ibs
Ms =
46.8 in-Ibs
Mm =
46.8 in-Ibs
Ko = 2.400
P =
2126 Ibs
P =
420 Ibs
P =
392 Ibs
Min. Design value:
Z= 163 Ibs
Z= 953 Ibs
Kc =
2.400
Ko =
2.400
KD =
2.400
Duration Factor:
Co = 1.6
Z=
886 Ibs
Z=
175 Ibs
Z=
163 Ibs
Allowable Design Value (ZCo): Z.=
262 Ibs/onchor
Fastener type: 1/4" ITW Topcon N.O.A. 16-1222,06
Substrate: Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs
Edge distance: 2.00 in Tabulated shear design value: Z = 161 Ibs
Actual edge distance: 2.50 in Reduction factor: 0.85 \``'„'
Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs ``\ P,L ry Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs�� . C
Actual spacing: 3.00 in Reduction factor: 0.91 `1�y . ```E s is
Allowable Design Value (Zf,N): Z.. 155 Ibs/anchor ` e• •�
Minimum anchor capacity: 155 Ibs/anchor .�. * • h7V
'
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. �'°�Cr
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Luis R. Lomas P.E.
FL No.: 62514
5/2/2017