B.10.41 - RC or Composite Columns
The following models are available:
B.10.41.001a | ACI 318 SMF , Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.001b | ACI 318 SMF , Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.002a | ACI 318 SMF , Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.002b | ACI 318 SMF , Conc Col & Bm = 24" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.003a | ACI 318 SMF , Conc Col & Bm = 36" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.003b | ACI 318 SMF , Conc Col & Bm = 36" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.011a | MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.011b | MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.012a | MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.012b | MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.013a | MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.013b | MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.021a | ACI 318 IMF, Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.021b | ACI 318 IMF, Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.022a | ACI 318 IMF, Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.022b | ACI 318 IMF, Conc Col & Bm = 24" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.023a | ACI 318 IMF, Conc Col & Bm = 36" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.023b | ACI 318 IMF, Conc Col & Bm = 36" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.031a | ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.031b | ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.032a | ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.032b | ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.033a | ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.033b | ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.041a | ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.041b | ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.042a | ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.042b | ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.043a | ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.043b | ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.051a | ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.051b | ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.052a | ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.052b | ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.053a | ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.053b | ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.061a | ACI 318 OMF with weak columns, Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.061b | ACI 318 OMF with weak columns, Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.062a | ACI 318 OMF with weak columns, Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.062b | ACI 318 OMF with weak columns, Conc Col & Bm = 24" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.063a | ACI 318 OMF with weak columns, Conc Col & Bm = 36" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.063b | ACI 318 OMF with weak columns, Conc Col & Bm = 36" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.071a | ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.071b | ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.072a | ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.072b | ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.073a | ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.073b | ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36" x 36", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.081a | Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24" x 24", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.081b | Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24" x 24", Beam both sides
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost
Energy
Time
B.10.41.082a | Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24" x 36", Beam one side
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Carbon
Cost