Slab Loading

[EJS23]

Hi Guys,

I need some help please, i have attached a sketch, ive got a 255mm RC Slab supported by 595x280 downstand beams. I have devided the loading but just wanted to know what i should do with portion 6.

Any suggestions would be much appreciated.

 

[csd72]

Those yield lines are a long way off what they should be, I think you need to do some reading:

http://www.sbe.napier.ac.uk/projects/yield-line-analysis/Sites/Intro.htm

http://www.brmca.org.uk/downloads/PYLD240603a.pdf

http://richardpclarke.tripod.com/yieldline.pdf