Formwork Design Tables - EXAMPLEWall Forms

• WALES

  • If double wales are spaced ft apart, the equivalent uniform load per lineal ft is
    36/12 x (600) = 1800 lb per ft.
    
  • Assuming continuity of wales, the left side of Table 7-8.1 would be used to determine spacing of wale supports.
  • Entering the table from left on the 1800 lb/lf load line, a convenient span and double member combination may be chosen from the left side of the table where adjusted bending stresses are applicable for long term loading of Douglas fir-Larch of Southern Pine.

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