Design the second floor beams of the as shown using fc 21MPa and fy 345 MPa Adopt a constant cross section Diameter of stirrups s 12 mm Given numbers are a critical moments in kN m acting on midspan and supports of the beam spans Given dimensions are in mm Design and detail the reinforcement of the...

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Design the second-floor beams of the as shown using fc=21MPa and fy =345 MPa. Adopt a constant

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Design the second-floor beams of the as shown using fc’=21MPa and fy =345 MPa. Adopt a constant cross-section. Diameter of stirrups Øs =12 mm.

+312.21 +201.94 +312.20 SECOND FLOOR E G H 418.84 -340.41 1-424.60 -504.01 -487.74 424.60 7970 6700 7970

*Given numbers are a critical moments in kN-m acting on midspan and supports of the beam spans. Given dimensions are in mm. Design and detail the reinforcement of the beams on the second floor.
*Use the one-single type of rebar
*Separate detail on midspan and support.