I am having a similar issue in that I use a solve block to solve for two unknowns say C1 & C2. I use the Find(C1,C2) and it gives me the values in a 1x2 Matrix form. After the solve/find block I would like to use C1 and C2 in further equations but they are not defined. I have to manually set C1=...
Hello,
I am looking to design some temporary supports to support a steel deck during construction. I would like to use some existing reinforced concrete pads (14'x14') as baseplates for my steel tube columns (48" diameter x 0.5" WT). I am looking for advice on which design standard/guide I...
dhengr thank you for your advice, that has motivated me to find a chapter of ASCE in the town I work in (Corpus Christi, TX) which I just moved to. I am passionate about engineering and my goal is to achieve becoming a PE. I have my EIT currently and if you guys know anyone in the Corpus Christi...
Trying again...I noticed an issue with my FBD...I'm having to add an external moment to keep it stable...having a brain farthttp://files.engineering.com/getfile.aspx?folder=14b84a43-a0e5-465d-aee2-f44a4e4e83ba&file=clampdesign.pdf
The more you guys point out the flaws the more I realize this is a terrible design, and its bulky compared to products available online. Please understand I just graduated with my degree in civil engineering, and I just began my career 2 weeks ago. The lack of guidance I am getting is...
@rb1957,
No I am to design something similar to this with a 3-ton capacity...this is a design someone at my company did in the past for (1 ton load). This is all I was given and asked to design something for a 3-ton load on a 1.5" thick flanged beam 12" wide.
Hello All, thank you for viewing my post.
I am a new (entry level) engineer and I have my second assignment which I have no clue on how to approach. I have been asked to design an adustable beam clamp for 3-tons to fit a beam with a flange 12" wide and a flange thickness of 1.5". All I have to...
