Aussie Dave
Structural
- May 2, 2019
- 31
Hi all,
I have been been working to TR34 4 Edtion please find attached calculations. I have found that I have a higher positive load rather than a negative load in my moment's calculations and on other examples that I have been following they always have a higher positive moment for ground bearing slabs. Do the attached calculations seem like I have followed the right process.
I have been been working to TR34 4 Edtion please find attached calculations. I have found that I have a higher positive load rather than a negative load in my moment's calculations and on other examples that I have been following they always have a higher positive moment for ground bearing slabs. Do the attached calculations seem like I have followed the right process.