Beams

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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Insufficient Reinforcement on Beam

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