Light SuperWale™ Data Sheet
Part Number TQ440
*Wale & Retaining Wall System (US Patent #6,893,191 B2/May 17, 2005)


Design Charts for Superwale -SimplySupported, Continuous Span
Tierod
Spacing (L)(ft.)
Load on the wale that produces 0.25" deflection (lbs./ft) Load on the wale that produces 0.375" deflection (lbs./ft) Load on the wale that produces 0.5" deflection (lbs./ft) Allowable Load per foot of wale (Flexural) (lbs/ft.) Allowable Load per foot of wale (Shear) (lbs/ft.) Tie-rod Pull Force Allowable Load per foot of wale (lbs/ft.) utilizing a 4.0" x 4.75" x 1/4" steel washer
3 6,155 9,233 12,311 3,730 1,830 1,104
4 1,948 2,921 3,895 2,098 1,373 828
5 798 1,197 1,595 1,343 1,098 663
6 385 577 769 932 915 552
7 208 311 415 685 784 473

Note: Shear deflection reduction factors have been applied. (Reference: Section 2.0 of manual)
Note: Waler Dimensions always govern the design. Governing design values are in red.
Note: Reference the manual for safety factor explanations.
Note: Tie-rod tensile capacity may govern the design.


Design Charts for Superwale -Simply Supported, Single Span
Tierod Spacing
(L) (ft.)
Load on the
wale that
produces
0.25"
deflection
(lbs./ft)
Load on the
wale that
produces
0.375"
deflection
(lbs./ft)
Load on the
wale that
produces
0.5"
deflection
(lbs./ft)
Allowable
Load per
foot of
wale
(Flexural)
(lbs/ft.)
Allowable
Load per
foot of
wale
(Shear)
(lbs/ft.)
Tie-rod Pull Force
Allowable Load
per foot of wale
(lbs/ft.) utilizing a
4.0"x4.75"x1/4"
steel washer
3 3,078 4,616 6,155 2,304 2,222 1,104
4 974 1,461 1,948 1,296 1,667 828
5 399 598 798 829 1,333 663
6 192 289 385 576 1,111 552

Note: Shear deflection reduction factors have been applied. (Reference: Section 2.0 of manual)
Note: SuperWale washers must be utilized. Governing design values are in red.
Note: Reference the manual for safety factor explainations.
Note: Tie-rod tensile capacity may govern the design.

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