Recent content by SKJ25POL

JohnRwals (Structural), Thank you for your response. I appreciate it. However, I didnt find this in "Vector Mechanics for Engineers". If by the chance you seen it there I appreciate stating the edition and chapter that you found it there. To all, I appreciate your interest in expressing your...

Hello All I am curious if any of you recognize what text book this figure you may have seen? I greatly appreciate it if you recognize this figure and recall what book you may have seen it. Respectfully, Sk...

SWComposites Thanks for your question but does it matter where we are going to use the strain data???

Also, I would like to know how many strain gauges we need for an element under pure TORSION?

Does anybody know for an element in tension only or say pure tension how many strain gages do I need on the element? One, two, four??? Thank you

I just like to know partial solution to one of the practice problems for my education. I dont mean any copyright violation or anything else. I thought a partial solution to just one practice problem is not a big deal!!! My apology for asking then .

I am looking for just one problem solution of above mentioned book. If anyone has it I appreciate it letting me know. Just answer for one question on this book. Thank you

If anybody can help me with the solution of this problem, I would greatly appreciate it Please see attached Thanks My Engineering Mechanics/Dynamic is rusty https://files.engineering.com/getfile.aspx?folder=c26fc894-477d-461c-b572-0cd6bce0b269&file=Mac.JPG

Does the pour direction of concrete affect the strength of concrete If two concrete elements one poured vertically and the other poured horizontally will one be more stronger?

The frame elements with EI are rigid connection to each. The frame is pin supported on ground at each supports. Cable is pined at each end to the frame. Hope I am clear stating the problem. However, confused as hell ...

So my understanding from your replays is : The questioned frame which has both of its supports as hinges or pinned and none are rollers. Regardless of the applied load (P) as shown on the frame including the diagonal cable, the system is one degree indeterminate as r13 response. However if the...

What if the right support was a roller instead, would then you call it a determinate system?

Tomfh, Thank you for your response too. r13, dont mean to bug you so much but cant follow your instruction. The frame itself has rigid joints. The frame without the cable is one degree indeterminate (Do you agree with that?) Then cable ad one more unknown which makes it total of 2, doesnt it...

r13 (Civil/Environmental) Thank you for your response but how do you come with one? I came up with 2 and my reason is the structure frame is one degree indeterminate (due to having pin supports) and force in the cable will be another unknow so it makes it in total 2 degree indeterminate. Where...

I like to get some opinions on the correct degree of indeterminacy of below frame? Thank you