Testing of a half-scale, four story rectangular wall with continuous reinforcement.
Keywords: Reinforced Concrete, Structural Wall, Multi-directional Load, Continuous Reinforcement
The wall is a half-scale, four story rectangular wall with continuous reinforcement.
Specimen Type: Rectangular Wall
Specimen Material: Reinforced concrete with an average compressive strength of 8,300 psi.
|Concrete (28-day) expected||f'c = 5,000 psi|
|Concrete - RWN Foundation||f'c = 8,980 psi||ft = 930 psi||E = NA|
|Concrete - RWN Wall Bottom||f'c = 7,870 psi||ft = 860 psi||E = NA|
|Concrete - RWN Wall Top||f'c = 6,880 psi||ft = 770 psi||E = NA|
|Reinforcement (ASTM A706)||Fy = 60 ksi|
|Reinforcement - No. 4 bar||Fy = 64.0 ksi||Fu = 100.9 ksi|
|Reinforcement - No. 5 bar||Fy = 72.1 ksi||Fu = 98.2 ksi|
|Reinforcement - No. 6 bar||Fy = 71.2 ksi||Fu = 97.0 ksi|
|Reinforcement - No. 9 bar||Fy = 67.4 ksi||Fu = 92.0 ksi|
|Sensor ID||Orientation||XYZ Coordinates||Drawing Reference|
|ACC001||North||3m, 2m, 6m||Figure 1.2 - Setup Drawings|
|ESG023||West||NA||Figure 3.4 - Sensor Drawings|
|CAV003||North||4m, 12m, 3m||Figure 5.6 - Sensor Drawings|
Researchers should cite this work as follows:
(2009), "Experiment 1: RWN - Continuous Reinforcement," https://nees.org/resources/196.