Hi all,
I have a high service temperature tank foundation design job.
Tank diameter is 42m.
The temperature will reach 415°F(212°C) considering long term thermal conductivity even if we are using foam glass as thermal insulation.
I'd like to know:
1. Client indicates that HDPE should be used...
hi all,
I tried to use API code while designing my tube.
By modeling a simple beam to check the design result, I found out that value Fhc in hoop buckling check is a little bit weird.
The value of Fhc I calculated according to API Eq. 3.2.5-4~6 is half of the value of SAP2000.
I think it would...
Hi, please see attachment if possible.
There's explanation of the exception in R10.6.5
Thanks.http://files.engineering.com/getfile.aspx?folder=93deb02c-9a39-4304-be53-488cab9b79db&file=ACI_350-06_10.6.4.pdf
I would have explained more correctly.
There's formulas to calculate the reinforcement and spacing, but only for structure where the cover is less than 2 in.
Since I am using cover greater than 2 in., I try to find corresponding formulas but I couldn't.
Hi all,
This is new engineer design with ACI code.
I am doing a pond design and want to do the crack control.
I see that ACI 350.1 10.6.4.2 has some equations for crack control.
Also I see there's one exception that while the cover is greater than 2 in. mentioned in R10.6.5.
But there's no...
