Hello,
I came across this thread https://www.eng-tips.com/viewthread.cfm?qid=74306#post because I am having a similar issue. I was wondering if the two fellow engineers did not mind sending me the PDF joist manuals that you may have, that deals with Bethlehem steel joists. Specifically, I am...
@BAretired
I would normally calculate these kinds of forces by hand. The problem is the client for the project is looking for a solution and a quick turnaround to issue repair sketches to the failing truss. Calculating the forces by hand doing the joint method would just take too long and is...
Stevehh49
Firstly thank you for taking the time to review my model. I am going to review my chord properties more closely. Also I will read the warnings and notes again. As far as the supports do you have a suggestion as how the supports should be modeled ? I know usually a truss is pin and...
Hello,
I am having an issue with a truss staad model. It is a simple 2d model of a single span monopitch timber truss supported at either end by bearing walls. The span is 38'-8" and depth is 12'-0". Top and bottom chords are (2) 2x6's, and vertical and diagonal web members are 2x4's. The...
Hello HotRod10
First and foremost thank you very much for reply.
I understand what you are explaining in terms of the assumptions for the supports when it comes to the design of each individual component.
However, I am still unclear in terms of modeling the supports as an entire system...
I am currently working on a simple frame that consists of 2 reinforced concrete square columns and a reinforced concrete grade beam at the base of the columns that spans between the support of the columns. The columns are each supported by pile caps and pile foundations at the base and as...
