A T-beam has the following properties. Flange width b = 1500mm. web width = 250mm. effective depth = 600mm. Slab thickness t=100mm. Assume f’c = 20.7MPa and Fy = 345MPa. Determine the required Steel area As using T-beam method if it is required to resist a Moment Mu = 670kN-m. Determine the required Steel area As using T-Beam Method. 

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Solution 600mm Assime fr 207 mPa Fy 345m4 1500mg my 9 25... View the full answer