B.10.49 - RC Flat Slabs¶
The following models are available:
B.10.49.001a | Reinforced concrete flat slabs- columns without shear reinforcing 0 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.001b | Reinforced concrete flat slabs- columns without shear reinforcing 0 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.002a | Reinforced concrete flat slabs- columns without shear reinforcing .2 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.002b | Reinforced concrete flat slabs- columns without shear reinforcing .2 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.003a | Reinforced concrete flat slabs- columns without shear reinforcing .4 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.003b | Reinforced concrete flat slabs- columns without shear reinforcing .4 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.011 | Reinforced concrete flat slabs- columns with shear reinforcing 0.2 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.012 | Reinforced concrete flat slabs- columns with shear reinforcing 0.4 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.021a | Post-tensioned concrete flat slabs- columns without shear reinforcing 0.2 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.021b | Post-tensioned concrete flat slabs- columns without shear reinforcing 0.2 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.022a | Post-tensioned concrete flat slabs- columns without shear reinforcing 0.4 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.022b | Post-tensioned concrete flat slabs- columns without shear reinforcing 0.4 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.031 | Post-tensioned concrete flat slabs- columns with shear reinforcing 0 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.032 | Post-tensioned concrete flat slabs- columns with shear reinforcing 0.4 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.041a | Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing 0 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.041b | Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing 0 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.042a | Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing 0.4 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time B.10.49.042b | Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing 0.4 Suggested Block Size: 1 EA The following repair consequences are available for this model: Carbon Cost Energy Time