Project 2 - MODELLING, ANALYSIS & DESIGN OF COMPOSITE STUCTURES IN COMFLOR & ETABS
1.Pre-composite dead loads:
Superimposed Dead Load existing prior to concrete deck hardening.
Footfall loadings:
Structural vibrations which result from human footfalls.
Wet & dry concrete load & construction loads are taken from the comflor deck design report:
Design of composite columns:
Demand capacity ratio is less than 1.
Shear stud design:
Pre-camber criteria in E-tabs:
Deflection check :
