Hello,
Kindly provide me solution for design of isolated footing with all check (including sliding and overturning).
Whenever i m going to design the warning appear shown below.
15:29:46 [INFO] END OF DESIGN FOR NODE NUMBER 25
15:30:48 [INFO] PROCESSING LOAD CASE 5 WITH LENGTH = 0.0000, WIDTH = 0.0000, DEPTH = 0.000015:30:51 NUMBER OF WARNINGS: 1, NUMBER OF ERRORS: 4
15:32:17 [INFO] PROCESSING NODE NUMBER 2415:32:17 [INFO] PROCESSING LOAD CASE 5 WITH LENGTH = 0.0000, WIDTH = 0.0000, DEPTH = 0.000015:32:17 [ERROR] UNABLE TO DETERMINE A SUITABLE LENGTH/WIDTH FOR THE GIVEN LOADING. CURRENT LENGTH TRIED = 675.000 FT15:32:18 NUMBER OF WARNINGS: 0, NUMBER OF ERRORS: 4
File Attached.mahoba bridge 46.5M FINAL12_foundation.sfa
Height of soil above footing is 12 meter.
unit weight of Soil 18 kn/m^3.
The load data in your model is completely corrupted. How did you create this model?
The unit weight of soil too has an error. You have provided 180. It should be 18.
Here is my model for which i need to design isolated footing with all check.
Sir as you previously told me select the net bearing capacity thats why its automatically change the value 180 in place of 18.
mahoba bridge 46.5M FINAL12.STD
Try designing the footings using the attached file. It was generated on the latest STAAD.Pro (Build 22.04.00.40), and SFA (9.3.0.14), using the STAAD.Pro model you attached.
mahoba bridge 46.5M FINAL12_foundation - modified.sfa
Thankyou Sir but i m also using same version.
Again getting Same error.
Sir please design the footing and send me the output file.