thread507-479051
I've read all of the threads related to this topic for the polar moment of inertia for two-way punching shear. All of the text books and examples I've seen only deal with bending about one axis. I find it hard to imagine that for a corner column you don't have bending about...
I have a question regarding ASCE 7-02 wind loads on open structures. ASCE 7 seems to sidestep wind loads on open structures except for monoslope roofs.
Question: Can I just calculate the wind loads based on the enclosed/partially enclosed figures & equations and exclude the internal pressure...
This is for emergencies only. We are getting effluent water from the city's water treatment facility. This water is way out of spec and our facility can not keep up with the water demand from the power plant. We've been in contact with the water facility director of operations from the get...
The facility that will ultimately use the water is for cooling towers at a power station. The water that we were getting from the city was effluent from their waste water treatment facility, but it's way out of spec. Our treatment facility can't keep up with the demand so we are adding this...
I made sure to involve the utility from the get go. They told me the flow rate is 1550 gpm and the pressure in the line is 78 psi.
This is for emergency use only.
How do I calculate the head in the system after we pull out 1000 gpm? So instead of having a 78 psi pressure head at the main it...
I need help in calculating the water flow rate in pipe line project.
Given:
1. Tapping into the city's 8" water main.
2. Measured flow rate of 1550 gpm and 78 psi just upstream of the tap point, measured at a fire hydrant. By my calculation you have 181.52 feet of head available at the tap...
Have you been able to find any good references for stainless steel in general? I'm trying to find out the minimum bend radius for 304 stainless. Any help would be appreciated.
