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SLAB LOADING

Sat Dec 19, 2015Total posts : 3
ANISH
ANISH
Join date: Feb 2015
Topic: SLAB LOADING

Sir, 
      In Portico of 6.00 x 3.00 span -12 cm thick slab - double layered reinforcement- for the purpose of providing ornamental elevation rcc pillar of 30 cm dia to a height of 10 m. It is proposed a have a RCC Pedestal of size 0.45x0.45m x6.00 over the slab  which is 0.45 from continous span over which the column is to be place. Is it safe sir

Sat Dec 19, 2015Post  #1
ANISH
ANISH

Join date: Feb 2015
Plan for above said case
Attachments: 1.png Sat Dec 19, 2015,&n
 
Sat Dec 19, 2015Post  #2
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Anish
         In my view it is better to consult any civil / structural engineer for this problem, who will guide after inspecting the site.
 
Thu Dec 24, 2015Post  #3
JAI PRAKASH
JAI PRAKASH

Join date: May 2014
Beam is needed for any load above and no support below.

 

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