Concrete results are only available if the technical module “Concrete link FEM plate” (282) is part of the license, concrete material is defined and at least one persistent and/or accidental load combination is defined.
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Reinforcement moment for the benefit of the required reinforcement at the bottom side in the X-direction [kNm/m] |
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Reinforcement moment for the benefit of the required reinforcement at the bottom side in the Y-direction [kNm/m] |
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Reinforcement moment for the benefit of the required reinforcement at the top side in de X-direction [kNm/m] |
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Reinforcement moment for the benefit of the required reinforcement at the top side in the Y-direction [kNm/m] |
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Required reinforcement at the bottom side in the X-direction [mm2/m] |
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Required reinforcement at the bottom side in the Y-direction [mm2/m] |
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Required reinforcement at the top side in the X-direction [mm2/m] |
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Required reinforcement at the top side in the Y-direction [mm2/m] |
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Concrete shear check as τd - τ1 [N/mm2] chart for NEN6720#8.2.3.1. τ1 is taken as 0.4 * fb |
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Value range as possibility to set range of values to be represented:
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2D-Wall package specific items:
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Reinforcement – definition of reinforcement as 2-sided/1-sided |
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Required reinforcement - as 2-sided/1-sided in local X’-direction [mm2/m] |
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Required reinforcement - as 2-sided/1-sided in local Y’-direction [mm2/m] |
Calculation of required reinforcement is based on direct M-N-Kappa calculation theory including nonlinear effects of reinforced concrete by acting axial force and bending moment.