B.10.49 - RC Flat Slabs

The following models are available:

B.10.49.001a | Reinforced concrete flat slabs- columns without shear reinforcing 0

Costing per joint, minimum of 6” thick slab, maximum of 12” thick slab.
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.001b | Reinforced concrete flat slabs- columns without shear reinforcing 0

Costing per joint, minimum of 6” thick slab, maximum of 12” thick slab.
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.002a | Reinforced concrete flat slabs- columns without shear reinforcing .2

Costing is on a per joint basis.
Construction Quality: ACI 318-56, ACI 318-63, ACI 318-89, ACI 318-95, ACI 318-99, ACI 318-05
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.002b | Reinforced concrete flat slabs- columns without shear reinforcing .2

Costing is on a per joint basis.
Construction Quality: ACI 318-56, ACI 318-63, ACI 318-89, ACI 318-95, ACI 318-99, ACI 318-05
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.003a | Reinforced concrete flat slabs- columns without shear reinforcing .4

Costing is on a per joint basis.
Construction Quality: ACI 318-63, ACI 318-83, ACI 318-99, ACI 318-02, CAN3-A23.2-M84, A23.3 & MC-90
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.003b | Reinforced concrete flat slabs- columns without shear reinforcing .4

Costing is on a per joint basis.
Construction Quality: ACI 318-63, ACI 318-83, ACI 318-99, ACI 318-02, CAN3-A23.2-M84, A23.3 & MC-90
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.011 | Reinforced concrete flat slabs- columns with shear reinforcing 0.2

Costing is on a per joint basis.
Construction Quality: ACI 318-71, ACI 318-95, ACI 318-99, ACI 318-05
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.012 | Reinforced concrete flat slabs- columns with shear reinforcing 0.4

Costing is on a per joint basis.
Construction Quality: ACI-318-63, ACI-318-05, A23.3 & MC-90
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.021a | Post-tensioned concrete flat slabs- columns without shear reinforcing 0.2

Costing is on a per joint basis.
Construction Quality: ACI-318-77, ACI-318-89, ACI-318-05, IBC-03
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.021b | Post-tensioned concrete flat slabs- columns without shear reinforcing 0.2

Costing is on a per joint basis.
Construction Quality: ACI-318-77, ACI-318-89, ACI-318-05, IBC-03
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.022a | Post-tensioned concrete flat slabs- columns without shear reinforcing 0.4

Costing is on a per joint basis.
Construction Quality: ACI-318-77, ACI-318-83, ACI-318-89, ACI-318-05
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.022b | Post-tensioned concrete flat slabs- columns without shear reinforcing 0.4

Costing is on a per joint basis.
Construction Quality: ACI-318-77, ACI-318-83, ACI-318-89, ACI-318-05
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.031 | Post-tensioned concrete flat slabs- columns with shear reinforcing 0

Costing is on a per joint basis.
Notes: Fragilities were based on judgment due to lack of test data.
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.032 | Post-tensioned concrete flat slabs- columns with shear reinforcing 0.4

Costing is on a per joint basis.
Notes: Fragilities were based on judgment due to lack of test data.
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.041a | Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing 0

Costing is on a per joint basis.
Notes: Fragilities were based on judgment due to lack of test data. The only available data were from a specimen that was constructed using ACI 318-89
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.041b | Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing 0

Costing is on a per joint basis.
Notes: Fragilities were based on judgment due to lack of test data. The only available data were from a specimen that was constructed using ACI 318-89
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.042a | Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing 0.4

Costing is on a per joint basis.
Notes: Fragilities were based on judgment due to lack of test data.
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)

B.10.49.042b | Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing 0.4

Costing is on a per joint basis.
Notes: Fragilities were based on judgment due to lack of test data.
Author: John Wallace

Suggested Block Size: 1 EA (round up to integer quantity)