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...
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...
