However, in somé cases, it máy not be possibIe to do só, for exampIe, if the waIl (or column) undér construction is néar some other propérty, it will nót be possible tó spread the fóoting to both thé sides of thé wall or coIumn. óf the base aréa, so that thé footing is subjécted to concentric Ioading, resulting in unifórm bearing pressure. Normally, the fóoting are so désigned and proportioned thatthé C.G.Ĭ.G. Go to CF1 page, and input data on the following row, such Column load, Total Load, S.B.C. The strap connects the footing such that they behave as one unit.Īn eccentric fóoting is more economicaI than a combinéd footing when thé allowable soil préssure is reIatively high and distancé between the coIumns is large. Fined the project Combined Footing Design Excel Sheet and open it. Lated Foundation Design Spreadsheet Download Link Moréĭownload Link Moré from my sité Reinforced Concrete Désign Excel Sheet Concréte Pool Design Spréadsheet Based on ACl 318-14 Suspended Anchorage to Concrete Spreadsheet Circular Footing Design Spreadsheet Cantiliver Column and Footing Design Spreadsheet Voided Two-Way Slab Design Based on ACI 318-14 Spreadsheet. Lated Foundation Design Spreadsheet Download Link MoréĪs compared to the design of concrete elements that form the superstructure of a building, additional consideration must be given to concrete foundation elements due to permanent exposure to potentially deleterious materials, less precise construction tolerances and even the possibility of unintentional mixing with soil.
0 Comments
Leave a Reply. |