RF-CONCRETE Surfaces – Online Manual Version 5

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RF-CONCRETE Surfaces – Online Manual Version 5

Switch to Fullscreen Mode Exit Fullscreen Mode 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