Structural Foundation Designers 39; Manual Pdf

[Ceumar Pee]

InA2 load factors are 1 and 1,3. How does Robot robot actually handle this. In my combinations are factors 1,35 and 1,5. Is robot changing those values according to A2 or A2 is also calculated with my values (not correct for A2!) ?

Tried to import combinations from structure fail but still no success. "No load has been defined" is presented (allthough at the beginning load import has done). No seismic or accidental loads imported.

combinations are coming to foundation design BUT if I change foundation type from column to continuous combinations are lost. I wanted to design continuous foundation 1m strip and seems, that from column to continuous foundation doesent work (combinations lost). Maybe it's correct to appliy loads to 1m concrete wall and IT works.

Mind that when you import forces from a node you have some that are not applicable for a linear foundation. In such case you can either define these values which are applicable manually using the design load nature for combinations or defining values from simple load cases. Otherwise you can use the approach demonstrated during the 5th Robot webinar replacing a column (or its bottom part) with a panel.

in RC design modul with manual simple cases (not imported!) seismic and accidental forces are with safety factor 0 and not counted in foundation rotation calculation. In my case lateral loads are not in overturning calculation. With combination import seismic and accidental combinations worked. Whats the problem in manal loads insertion?

The foundation module for EC7 code doesn't support seismic provisions so such loads are taken into account for reinforcement calculations only. If you want them to be included define them with the final values as per combinations they to be included with for both design/ULS and design/SLS types.

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