A floor system is supported by continuous T beams. The span of the beam is 25 ft. The clear distance to the next beam is 25 in. An effective depth to the centroid of the tension reinforcement is 24 in. The thickness of the slab is 3 in. The width of the web is 10 in. The tensile reinforcement consists of six No. 10 bars. The concrete has a strength of 4000 psi, and the yield strength of the steel is 60,000 psi. Obtain the effective flange width [5 pts] Compute the factored nominal flexural strength of the structure [15pts] Check the ACI minimum reinforcement requirements. [5 pts]