b) Determine the reinforcement required for slab panel S1 and show this on separate plans for bottom and top steel. Indicate the order in which the steel is to be placed. Ignore the torsional moment in corners with discontinuous edges due to uplift restraint ie ignore Cl 7.3.3 and Cl 9.1.3.3. Hint: Use the approximation Ast = M*/(425d) to determine the minimum steel areas required for strength.