Messages in beam controls and possible solutions are listed under this heading.
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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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