Recent content by albertseng

Hi Travis_King, Let say I have an empty pipe. So the deflection is just due to the weight of pipe and and the flange, right?.

Hello, Uncle have one question. How to calculate the deflection of the upper flange if the pipe configuration is like the attached picture. How to include the weight of the pipe, can I assume it as the distribution load? And what if there is another load acting downward at the middle of the...