D. DESIGN COMPOSITE SLABS

CHAPTER D 'DESIGN OF COMPOSITE PANELS' 10 In the above field of the form the number of columns is entered (Propping field) and introduction of the fixed and mobile construction loads Qa, Qb, Qc (EN 1991-1-6, §4.11.2). Also the ponding load gp (kN/m2) is to be filled in after the slab has been dimensioned and a problem with the arrow developed according to EN 1994-1-1 paragraph 9.3.2(2). In the remaining fields of the Loads form, the fixed and mobile loads of the slab, distributed trapezoidally, uniformly and concentrated in the combined phase, shall be entered according to its use and the designer's judgement.