RF-CONCRETE Surfaces – Online Manual Version 5

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RF-CONCRETE Surfaces – Online Manual Version 5

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2.6.4.3 Required reinforcement for ULS

Required reinforcement for ULS

The design for the ultimate limit state for the plate's top surface is carried out with the following values:

Figure 2.82 Design internal forces ULS
Table 2.2

Final design bending moments:

mend,-z,φ1 = 64.16 kNm/m

mend,-z,φ2 = 42.08 kNm/m

mend,-z,strut = −38.23 kNm/m

Direction of the concrete compression strut:

φstrut,m,-z = 75.0°

The following required reinforcement for the top surface is obtained from the design internal forces:

Figure 2.83 Required reinforcement