RE: Compression steel and Tension Steel - Reinforced beam for flexural bending
RE: Compression steel and Tension Steel - Reinforced beam for flexural bending
(OP)
Hi...
I'm not sure this is even possible and whether its correct. I'm designing a tilt panel with mesh on each face. When checking this for flexural bending if the compression steel falls within the tension zone, can this 'compression steel' be taken as tension steel as well?
I've never seen this and I'm fairly sure its incorrect.
Cheers






RE: RE: Compression steel and Tension Steel - Reinforced beam for flexural bending
RE: RE: Compression steel and Tension Steel - Reinforced beam for flexural bending
RE: RE: Compression steel and Tension Steel - Reinforced beam for flexural bending
BA
RE: RE: Compression steel and Tension Steel - Reinforced beam for flexural bending
cl9.4.3 (a) states min reo in the primary direction to be not less than cl9.1.1, hence this is where the Ast comes into play.