B.10.44 - RC or Composite Shearwalls

The following models are available:

B.10.44.001 | Rectangular low aspect ratio concrete walls 8" or less thick single curtain up to 15' high

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.002 | Rectangular low aspect ratio concrete walls 8" or less thick single curtain 16' high to 24' high

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.003 | Rectangular low aspect ratio concrete walls 8" or less thick single curtain 25' high to 40' high

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.011 | Rectangular low aspect ratio concrete walls 8"-16" double curtain; with heights of up to 15'

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.012 | Rectangular low aspect ratio concrete walls 8"-16" double curtain; with heights of 16' to 24'

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.013 | Rectangular low aspect ratio concrete walls 8"-16" double curtain; with heights of 24' to 40'

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.021 | Rectangular low aspect ratio concrete walls 18"-24" thick with double curtain and heights up to 15'

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.022 | Rectangular low aspect ratio concrete walls 18"-24" thick with double curtain and heights 16' - 24'

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.023 | Rectangular low aspect ratio concrete walls 18"-24" thick with double curtain and heights 25' - 40'

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.031 | Low-rise reinforced concrete walls with return flanges, less than 8" thick up to 15' high

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.032 | Low-rise reinforced concrete walls with return flanges, less than 8" thick, 16' to 24' high

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.033 | Low-rise reinforced concrete walls with return flanges, less than 8" thick, 25' to 40' high

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.041 | Low-rise reinforced concrete walls with return flanges, 8" to 16" thick up to 15' high

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.042 | Low-rise reinforced concrete walls with return flanges, 8" to 16" thick, 16' to 24' high

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.043 | Low-rise reinforced concrete walls with return flanges, 8" to 16" thick, 25' to 40' high

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.051 | Low-rise reinforced concrete walls with return flanges, 17" to 24" thick" up to 15' high

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.052 | Low-rise reinforced concrete walls with return flanges, 17" to 24" thick, 16' to 24' high

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.053 | Low-rise reinforced concrete walls with return flanges, 17" to 24" thick, 25' to 40' high

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.061 | Low rise reinforced concrete walls with boundary columns, less than 8" thick, height <15'

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.062 | Low rise reinforced concrete walls with boundary columns, less than 8" thick, height between 16'-24'

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.063 | Low rise reinforced concrete walls with boundary columns, less than 8" thick, height between 24'-40'

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.071 | Low rise reinforced concrete walls with boundary columns, 8" to 16" thick, height <15'

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.072 | Low rise reinforced concrete walls with boundary columns, 8" to 16" thick, height between 16'-24'

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.073 | Low rise reinforced concrete walls with boundary columns, 8" to 16" thick, height between 24'-40'

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.081 | Low rise reinforced concrete walls with boundary columns, 17"-24" thick, height <15'

Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.082 | Low rise reinforced concrete walls with boundary columns, 17"-24" thick, height between 16'-24'

Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 400 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.083 | Low rise reinforced concrete walls with boundary columns, 17"-24" thick, height between 24'-40'

Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f’c > 2500 psi, P/(A*f’c) <= 0.2
Notes: Full repair description does not fully fit on sheet - consider shortening. Description will fit in PACT.
Author: Andrew Whittaker

Suggested Block Size: 900 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.091 | Slender Concrete Wall, 12" thick, 12' high, 15' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.092 | Slender Concrete Wall, 12" thick, 12' high, 20' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.093 | Slender Concrete Wall, 12" thick, 12' high, 30' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.101 | Slender Concrete Wall, 18" thick, 12' high, 15' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.102 | Slender Concrete Wall, 18" thick, 12' high, 20' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.103 | Slender Concrete Wall, 18" thick, 12' high, 30' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.111 | Slender Concrete Wall, 30" thick, 12' high, 15' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.112 | Slender Concrete Wall, 30" thick, 12' high, 20' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time

B.10.44.113 | Slender Concrete Wall, 30" thick, 12' high, 30' long

Slender concrete shear wall with aspect ratio greater than or equal to 2.0. Costing assumes a 144 ft^2 wall panel.

Suggested Block Size: 144 SF

The following repair consequences are available for this model:

Carbon

Cost

Energy

Time