fyaure
Civil/Environmental
- Oct 25, 2004
- 23
Hi,
Can someone tell me where I can find design procedure for single span slab, simply supported (on beams) on all four sides? The condition is like a simply supported cover for a concerete tank.
Also, how do I calaculate momemnt coefficient? My length to breadth ratio is 1.
Can someone tell me where I can find design procedure for single span slab, simply supported (on beams) on all four sides? The condition is like a simply supported cover for a concerete tank.
Also, how do I calaculate momemnt coefficient? My length to breadth ratio is 1.