Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scanners here and here to upload downloaded attachment to check for safety.
Posted: Thu Sep 13, 2012 4:08 pm Post subject: Deflection of slabs under heavy points loads
At our site, Transfer Girders are to be cast by supporting them using Heavy Duty Towers. The tower will be resting on ground floor slab whose thickness is 200 mm.As per our analysis each leg of tower will be subjected to a load of around 50 KN. I want to know how the deflections of ground floor slab will be analysed under these POINT loads, because until the concrete achieves strength, we can't deshutter it. Ground Floor slab is Beam supported slab system
You cannot post new topics in this forum You cannot reply to topics in this forum You cannot edit your posts in this forum You cannot delete your posts in this forum You cannot vote in polls in this forum You cannot attach files in this forum You can download files in this forum