![]() Slip (ULS) fcu base (MPa) fcu columns (MPa) fy (MPa) 3.2 3.2 Col 2 1 Unfactored Loads Hx Hy (kN) (kN) 5 -30ġ. ![]() load factor: Self weight ULS load factor: Self weight Max. Input DataBase length A (m) Base width B (m) Column(s) Col 1 C (m) 0.2 D (m) 0.2 E (m) F (m) Stub column height X (m) Base depth Y (m) Soil cover Z (m) Concrete density (kN/m3) Soil density (kN/m3) Soil friction angle ( ) Base friction constant Rebar depth top X (mm) Rebar depth top Y (mm) Rebar depth bottom X (mm) Rebar depth bottom Y (mm) Ovt. ![]() Job Number Job Title Software Consultants (Pty) Ltd Internet: E-Mail : Client Calcs by Checked by Date ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |