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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.

Yes guys its a reinforced concrete column attached to the inner leaf of a cavity wall and its function is to stiffen the wall. I have attached a detail in plan view. I basicaly designed it as a RC column is that the correct way to do it...

Hi there has anyone designed a reinforced concrete wall stiffner for masonry walls ? I would like to ask some advice on designing them pls.

Hi guys just wanted to know how you would design this beam. Its a 595x280 RC beam resting on top of a wall with a 3 meter opening, the beam supports a wall on top, my question is should i design it using a span of say 3280mm usuming 280mm supports either side ?

Thanks herewegothen just please check the drawing that ive attached and what do i do with the area's arround the holes marked "X" on the sketchhttp://files.engineering.com/getfile.aspx?folder=f5a173b5-f91c-41f2-8348-2b7dba5e79a6&file=Eng_Forum2.PDF

Sorry herewegothen please try this link guyshttp://files.engineering.com/getfile.aspx?folder=1a99d99e-432b-4af6-bc56-eab05bf3c130&file=Eng_Forum.PDF

Hi guys heres a sketchhttp://www.4shared.com/file/189595646/6662f546/Eng_Forum.html

Hi guys,im designing a slab with 2 openings would you design it as a slab with no openings ?