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.
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 ?