©2006 Alliance Construction Technologies
Notes:
1. The wind pressures noted above are all unfactored loads.
A load factor of 1.3 was used for all design cases.
2. Bold font indicates key is required to resist sliding.
3. Soil parameters are based on ø=28 Degrees.
4. S.W. indicates single wythe wall.
5.D.W. indicates double wythe wall.
1. The wind pressures noted above are all unfactored loads.
A load factor of 1.3 was used for all design cases.
2. Bold font indicates key is required to resist sliding.
3. Soil parameters are based on ø=28 Degrees.
4. S.W. indicates single wythe wall.
5.D.W. indicates double wythe wall.