Required reinforcement for ULS
The design for the ultimate limit state for the plate's top surface is carried out with the following values:
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Final design bending moments: |
mend,-z,φ1 = 64.16 kNm/m |
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mend,-z,φ2 = 42.08 kNm/m |
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mend,-z,strut = −38.23 kNm/m |
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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:
