A |
|
Adjoining constructions |
D4 |
C |
|
Compressible materials |
M4 |
Concrete |
4.4, D3, M2, M3, S6, S11, S12, S13 |
D |
|
Dead loads |
D4 |
Design standard |
D4, M1 |
Drainage |
4.4, D9, S9, D10, S10 |
E |
|
Excavations |
4.4, S2, S3, S6 |
F |
|
Foundation depths |
4.4, D8, S4, S5, S11 |
Foundation dimensions |
4.4, D4 |
Frost |
D8, M2, S4 |
H |
|
Hazardous ground |
D5, D6 |
I |
|
Imposed loads |
D4 |
J |
|
Joints |
4.4, M3, D11, D12, S13 |
L |
|
Loads |
4.4, D4, D8, M2, M3, S10 |
M |
|
Materials standards |
4.4 |
Movement joints |
4.4, D11, D12 |
O |
|
Overlap |
S13 |
P |
|
Provision of information |
4.4, D12 |
R |
|
Reinforcement |
4.4, M2, M3, S11, S12 |
S |
|
Services |
4.4, D9, S9, D10, D13, S10 |
Setting out |
4.4, S2 |
Shrinkable clay |
D3 |
Site conditions |
4.4, D7, D8 |
Sitework standards |
4.4 |
Sleeper walls |
D3 |
Soft spots |
M3, S6, S12 |
Stepped foundations |
D7, D9, S13 |
Statutory requirements |
4.4, D2 |
T |
|
Transmission of loads |
4.4, D4 |
Trench bottoms |
S7, S8 |