Question: Please answer the problem, Thank you very much, show your solution. Using NSCP 2 0 1 5 The floor framing plan on a reinforced concrete

Please answer the problem, Thank you very much, show your solution.
Using NSCP 2015
The floor framing plan on a reinforced concrete is shown in the figure. The column are 400mm400mm and the rectangular beams are 320mm wide and total depth of 350mm. The section support EFGH is also shown in the figure. fc=28 MPa and fy =415MPa. Use NSCP coefficients for continuous beams and slabs
a) Calculate the ultimate moment strength of the beam at the face support
b) Calculate the maximum factored uniform load that the beam EFGH can be supported
c) If h=500mm what is the new ultimate moment strength
Please answer the problem, Thank you very much,

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