Dear All,
We are using steel fibre reinforced concrete (SFRC) in Ware House building about 60000sq.m area in one of our project.

Now the situation is our client asking to use SFRC in remaining all industrial building instead of using conventional reinforcement grade slab to avod delay in binding the rft.

The panel sizes are not more more than 6mx6m between the block walls.

Pls suggest weather the SFRC is suitable for the grade slab between the block walls with loading of 5t/sq.m