Question: For the RC cross section given - aside, calculate a ) design flexural moment ( positive ) ( 3 0 pts ) and b )

For the RC cross section given-aside, calculate a) design flexural moment (positive)(30 pts ) and b) shear capacity according to TS 500-2000.(10 pts)
Top and Bottom Longitudinal Reinf.: 312 and 520mm Transversal Reinf.: 8mm200mm Clear Concrete Cover =20mm Materials: C2530(k1=0.85), B 420 c
For the RC cross section given - aside, calculate

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