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...
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...
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...
r13 (Civil/Environmental)
I am sorry I couldn't understand your last post on your best guess!
I see some red arrows, may I ask what are they representing?
Can you please explain a bit in details whats your "guess work"?
r13 (Civil/Environmental),
I would like to thank you so much for your kind effort trying to help me.
Greatly appreciate it.
I agree that the curve contours are the right answer for the principle stress and I heard you mentioned the straight line is for zero shear9pure bending), however in a...
Anybody else can help please regarding the two figures or stress trajectory for a cantilever beam with a point load at the free end?
Which one is a correct and why? I am struggling to find what is the straight lines in the first figure?
I appreciate it you seen it in any reference book or text...
r13 (Civil/Environmental)
Many thanks for response. My apology for bugging you but if you possibly remember where you might have seen it that would be great help.
I dug all my strength of material books and did not find this. If by the chance you recall what book may have address it, I would be...
r13 (Civil/Environmental)
Thank you for your response can you please explain little in details what's the first one?
Major shear stressed? Never heard of major shear stress!!! Just we had principle normal stresses didnt we?
Is major shear stress the Tau at each point?
Where can I learn on...