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S-2.1, r. 4 - Safety Code for the construction industry
Section 6.4.1
Disposition versions
6.4.1. All formwork and shoring parts shall be designed to support:
(a) the dead load of the formwork;
(b) the dead load of the concrete and the embedded materials;
(c) a minimum vertical live load evenly distributed of 2,400 N/m2 or more to the satisfaction of the engineer; and
(d) a minimum horizontal live load evenly distributed of 1,500 N/m2 of vertical surface or more, to the satisfaction of the engineer.
