D. DESIGN COMPOSITE SLABS

CHAPTER D 'DESIGN OF COMPOSITE PANELS' 11 6. ANALYSIS In the construction and composite phase, elastic analysis without redistribution is applied. The static system of the plate is determined by the support conditions defined in the General form. The results of the analysis include the moment and shear diagrams, the bending arrow diagram and the angular deflection diagram and are graphically displayed in the Diagrams/Checks form. The results are projected for the construction phase and the composite , for each span and in envelope form for the worst intensive condition, failure limit state and operational limit state. The option "Failure Unconfined" applies to the intensive state of the slab only for the longitudinal shear check in the construction phase in the failure limit state.