DESIGN TEMPORARY PROPPING FOR PRECAST WALL/COLUMN PANELS


note
This propping design is limited to regular panels with width(b) x height(h) x thickness(t) dimensions only.
center of panel weight will be placed at center of panel thickness.
Prop is hinged bolted at column and at ground.
Prop not designed to take moment.
Precast Panel/Column must be secured to prevent later movement at the base by bolting or otherwise.


Project Title    





Weight of panel;
Wtpanel= kN    
Panel thickness, tpanel= mm    
hpanel= m     bpanel= m

propping dimensions

h1= mm     L1= mm    

h2= mm (> h1)     L2= mm (> L1)    

h3= mm (> h2)     L3= mm (> L2)    

Wind Loading, WindudL   kN/m2        Accidental Load, Pacc   kN    

barblue.gif (11170 bytes)

HOME

TOP

rys.com.sg is a product of RYS Consultants Pte Ltd. e-mail: rys3003@gmail.com

TOP.gif (2088 bytes)

Copyright 2013-2017 RYS Consultants Pte Ltd