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2.6.4.3 Required reinforcement for ULS

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

Table 2.2
Final design bending moments:	m_end,-z,φ₁ = 64.16 kNm/m
	m_end,-z,φ₂ = 42.08 kNm/m
	m_end,-z,strut = −38.23 kNm/m
Direction of the concrete compression strut:	φ_strut,m,-z = 75.0°

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

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