Nice video sir. I am using safe v20 and i am facing problems when designing footing from loads exported from etabs. the displacement/settlement values are weird, they come with an exponent of 17 or 18 which is very large value, also the bearing capacity values for the combined footings come positive values and not negative values, what can be the problem here? i did assign the sbc values to the footings though.
Beautiful explaination.
Please keep on updating new videos regularly
Can you make a video on how to design eccentric combined footing?
Nice video sir. I am using safe v20 and i am facing problems when designing footing from loads exported from etabs. the displacement/settlement values are weird, they come with an exponent of 17 or 18 which is very large value, also the bearing capacity values for the combined footings come positive values and not negative values, what can be the problem here? i did assign the sbc values to the footings though.
What is the intention of providing design strips
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