use SANS code to solve this.A first floor concrete slab of a private dwelling is supported by $300$ mm thick brick walls $($see figure

below$).$ Determine the required thickness and flexural steel of slab $1.$ Assume a $50$ mm screed and the

concrete strength is $25$ MPa.

Solution

Top and Bottom steel Y$10-300$

$50003500$

$300300$

$300300300$

$3000$

Slab $1$ Slab $2$