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Table 3-1: Design Criteria

Type ofCheck/Design

OrdinaryMoment ResistingFrames(Non-Seismic)

IntermediateMoment ResistingFrames(Seismic)

SpecialMoment ResistingFrames(Seismic)

Column Check (interaction)

SpecifiedCombinations

SpecifiedCombinations

SpecifiedCombinations

Column Design (interaction)

SpecifiedCombinations

1% < < 8%

SpecifiedCombinations

1% < < 8%

SpecifiedCombinations

1% < < 6%

= 1.0

Column Shears

SpecifiedCombinations

(If SDC =  ,

  and  ,same as Intermediate)

Modified Combinations(earthquake loads doubled)

Column Shear Capacity

= 1.0 and = 1.0

SpecifiedCombinations

Column shear capacity

= 1.0 and = 1.25  = 0 (conditional)

Beam Design Flexure

SpecifiedCombinations

0.04

   

   3

,

   

200

   

   3

,

   

200

SpecifiedCombinations

0.04

   

   3

,

   

200

   

   3

,

   

200

SpecifiedCombinations

   

   3

,

   

200

   

   3

,

   

200