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Beams
Beams
- Hakan Şahin
- Zeynep Aladağ
Owned by Hakan Şahin
Last updated: Nov 23, 2022 by Zeynep Aladağ
Messages in beam controls and possible solutions are listed under this heading.
- Insufficient Reinforcement on Beam
- Maximum Percentages in Beam Exceeded.
- Beam shear safety is not satistied
- Insufficient rebar development length of beam
- Beam width cannot be more than total of beam height and column/shearwall width.
- Beam width cannot be less than 250mm.
- The beam height cannot be more than 3.5 times the beam width.
- Column-beam shear safety condition is not provided.
- Beam exceeds Nmax
- Column reinforcement design rules are not satisfied for beam
- Beam deflection limit exceeded
- TS500 Balanced reinforcement ratio control not provided.
- The beam height cannot be less than 300mm.
- Beam height cannot be less than 3 times the slab thickness
- Longitudinal rebar diameter cannot be used below Ø12 in beams.
- Beam width cannot be less than 200mm.
- Insufficient Reinforcement on Coupling Beam
- Beam Capacity > 1
- Steel beam PMM ratio not satisfied.
- Steel beam deflection limit exceeded.
- Steel beam shear strength not satisfied.
- Lateral bracing check is not satisfied
- Steel beam section dimensions do not conform to Width-to-Thickness Ratios.
- Crane beam strength not satisfied.
- Castellated beam strength not satisfied.
- Composite beam strength not satisfied.
- Composite castellated beam strength not satisfied.
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