Tilt Technical Manual

This brace spacing table has been designed for an ultimate 80 mph wind with a 1 year mean recurrence interval. Spacings are
assuming a solid panel with a panel width not less than 20 feet. For more accurate spacings that factor in actual panel shape and
openings contact Meadow Burke Engineering. The table should be used in conjunction with the notes and recommendations
shown in the Brace Design Notes, sheets GNB1, GNB2 and GNB5.
Brace Table Legend
Meadow
Burke
Engineering
3.01.18
50 27.71 16.00 2.69
49 27.71 16.00 2.80
48 27.71 16.00 2.99 2.92
47 27.71 16.00 3.21 3.13 3.04
46 27.71 16.00 3.46 3.37 3.27 3.18
45 27.00 17.17 3.70 3.60 3.49 3.39
44 26.40 18.08 3.93 3.81 3.70 3.59
43 25.75 19.00 4.14 4.02 3.90 3.78 23.38 13.50 4.84
42 25.75 19.00 4.37 4.23 4.10 3.96 23.38 13.50 5.08
41 25.75 19.00 4.62 4.46 4.31 4.16 23.38 13.50 5.49 5.33
40 25.75 19.00 4.89 4.71 4.54 4.37 23.38 13.50 5.97 5.78 5.60
39 25.75 19.00 5.19 4.98 4.79 4.60 23.38 13.50 6.52 6.31 6.10 5.89
38 25.75 19.00 5.50 5.27 5.05 4.84 22.80 14.46 7.22 6.99 6.75 6.52
37 25.75 19.00 5.85 5.59 5.34 5.11 22.20 15.37 7.95 7.68 7.41 7.15
36 25.75 19.00 6.23 5.93 5.65 5.39 21.75 16.00 8.63 8.33 8.03 7.73 28 14.75 8.50 11.63
35 25.75 19.00 6.64 6.30 5.99 5.70 21.75 16.00 9.20 8.85 8.51 8.17 19.05 11.00 7.74 27 14.75 8.50 12.96 12.44
34 25.75 19.00 7.10 6.71 6.36 6.03 21.75 16.00 9.83 9.42 9.03 8.65 19.05 11.00 8.48 8.19 26 14.75 8.50 13.97 13.35
33 25.75 19.00 7.59 7.16 6.76 6.39 21.75 16.00 10.52 10.05 9.60 9.17 19.05 11.00 9.34 9.01 8.68 25 14.75 8.50 15.95 15.12 14.35 24 12.12 7.00 14.00 7.02
32 25.75 19.00 8.15 7.65 7.19 6.79 21.75 16.00 11.29 10.74 10.22 9.73 19.05 11.00 9.98 9.60 9.21 24 14.40 9.04 18.82 18.13 17.12 16.16 23 12.12 7.00 14.00 7.98 7.60
31 25.75 19.00 8.76 8.18 7.67 7.21 21.75 16.00 12.13 11.49 10.90 10.34 18.60 11.75 11.63 11.17 10.72 10.27 23 13.75 10.00 20.0 20.0 19.88 18.73 22 12.12 7.00 14.00 8.71 8.24
30 21.75 16.00 13.07 12.33 11.64 11.01 18.00 12.65 13.05 12.52 12.00 11.49 22 13.75 10.00 20.0 20.0 20.0 20.0 21 12.12 7.00 14.00 9.82 9.49 8.97
29 21.75 16.00 14.15 13.25 12.46 11.74 17.75 13.00 14.32 13.66 13.05 12.46 21 13.75 10.00 20.0 20.0 20.0 20.0 20 12.12 7.00 14.00 11.15 10.74 10.30 9.79
28 21.75 16.00 15.35 14.27 13.36 12.55 17.75 13.00 15.53 14.72 14.00 13.31 20 13.75 10.00 20.0 20.0 20.0 20.0 19 12.12 7.00 14.00 12.36 11.78 11.22 10.67
27 21.75 16.00 16.71 15.45 14.37 13.43 17.75 13.00 16.91 15.93 15.04 14.25 19 13.75 10.00 20.0 20.0 20.0 20.0 18 12.12 7.00 14.00 13.77 12.99 12.26 11.58
26 21.75 16.00 18.24 16.76 15.48 14.40 17.75 13.00 18.45 17.28 16.21 15.28 18 13.75 10.00 20.0 20.0 20.0 20.0 17 11.33 6.54 13.08 20.0 19.10 17.98 16.95
25 21.75 16.00 19.87 18.24 16.75 15.48 17.75 13.00 20.0 18.8 17.54 16.43 17 13.75 10.00 20.0 20.0 20.0 20.0 16 10.54 6.08 12.17 20.0 20.0 20.0 20.0
24 21.75 16.00 20.0 19.92 18.18 16.68 17.75 13.00 20.0 20.0 19.03 17.70 16 13.75 10.00 20.0 20.0 20.0 20.0 15 9.74 5.63 11.25 20.0 20.0 20.0 20.0
23 21.75 16.00 20.0 20.0 19.78 18.05 17.75 13.00 20.0 20.0 20.0 19.15 15 13.75 10.00 20.0 20.0 20.0 20.0 14 8.94 5.17 10.33 20.0 20.0 20.0 20.0
22 17.75 13.00 20.0 20.0 20.0 20.0 14 13.00 11.00 20.0 20.0 20.0 20.0 13 8.16 4.71 9.42 20.0 20.0 20.0 20.0
21 17.75 13.00 20.0 20.0 20.0 20.0 13 12.00 12.00 20.0 20.0 20.0 20.0 12 7.36 4.25 8.50 20.0 20.0 20.0 20.0
20 17.75 13.00 20.0 20.0 20.0 20.0 12 11.00 13.00 20.0 20.0 20.0 20.0 11 7.36 4.25 8.50 20.0 20.0 20.0 20.0
19 17.75 13.00 20.0 20.0 20.0 20.0 11 10.00 13.75 20.0 20.0 20.0 20.0 10 7.36 4.25 8.50 20.0 20.0 20.0 20.0
18 17.00 13.96 20.0 20.0 20.0 20.0 10 9.00 14.42 20.0 20.0 20.0 20.0 9 7.36 4.25 8.50 20.0 20.0 20.0 20.0
17 16.00 15.10 20.0 20.0 20.0 20.0 9 8.00 15.00 20.0 20.0 20.0 20.0 8 7.00 4.83 8.50 20.0 20.0 20.0 20.0
H
V X
Install.
Dims.
All dimensions are shown in units of feet. Always round the dimensions for the panel height below floor and the panel
height above floor, to the next larger chart value. Reference brace detail on Brace Design Notes, sheet GNB1.
S0 S2 S4 S6 S0 S2 S4 S6 S0 S2 S4 S6 V X
with 10' Extension
L = 32.00'
S FF = Maximum brace spacing for a panel with a height below floor (or top of deadman when used) equal to "FF" feet. [ie., the S 0
column yields the maximum spacing for a panel with no height below floor, the S 2 column yields the maximum spacing for a
panel with a 2 foot maximum height below floor, etc.]
V X
Install.
Dims.
H=
V=
Height of panel above floor or top of deadman
when used.
Brace insert location on face of panel above floor
or top of deadman if used.
with 5' Extension
L = 27.00'
X=
L=
Horizontal dimension to floor brace insert from
the face of the panel where the wall brace
inserts are located.
Brace length for given V and X.
WARNING
Some braces may not be available at all distribution locations. Always check with your local
distributor for brace availability prior to casting inserts in floor slab or wall panels.
V X
Install.
Dims.
without Extension
L = 22.0'
H
Install.
Dims.
S0 S2 S4 S6
L = 17.00'
H
V X L
Install. Dims.
S0 S2 S4 S6
Sheet 3
SUPER 22
SUPER 17
8-14 HD BRACE
Tilt-up Brace Spacing Table A © 2018