Ref to qn 18: In many places it's mentioned as cold working where in steel is loaded above elastic limit to have some plastic strain thereby omitting the upper yield point. Could u please clarify?
For fillet weld, Throat thickness = k* size of weld , where k =0.7 for 60-90 degrees. Thats Clear. But what is t=0.707s, here t and s stands for what.Could you Please explain
In strength of materials, either the theoretical length of effective length of columns will be asked or the buckling load will be as asked. So the effective length values for different end conditions have to be studied. For steel design, not only the theoretical effective values but also the codal values have to be studied.
Quality of the content is appreciatable...Expecting more such classes as per the posts requirement....
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No words to say sir...thanks to u all..such a good video
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Super class... thanks for your great effort...👍
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Thanku sir... Please provide environmental irrigation and hydrology classes
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good class continue
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@@amazeacademyforcivil sir rcc ile prestressed concrete padikkano??
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Adipoli class😍
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Superb class
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Spacing of horizontal stiffeners?
@1/5d - first horizontal stiffener from compression flange
@d/2 - second horizontal stiffner
appo spacing = .5d-.2d = .3d
Ref to qn 18:
In many places it's mentioned as cold working where in steel is loaded above elastic limit to have some plastic strain thereby omitting the upper yield point.
Could u please clarify?
Good class sir
Thank you :)
Good explanation 👏
For fillet weld,
Throat thickness = k* size of weld , where k =0.7 for 60-90 degrees. Thats Clear. But what is t=0.707s, here t and s stands for what.Could you Please explain
0.7 is just the approximation of 0.707. 0.707 is the exact factor.
14 question, how is the question for effective length based on strength of material
Is there any difference in question?
In strength of materials, either the theoretical length of effective length of columns will be asked or the buckling load will be as asked. So the effective length values for different end conditions have to be studied. For steel design, not only the theoretical effective values but also the codal values have to be studied.
BeAring stiffner load transfer cheyanum kodkille
Yes , bearing stiffners are load bearing stiffners. We have mentioned that in the video.
@@amazeacademyforcivil Optionil load trnasferum kodthitund.. Athond choicheta
Ur classes are suprb.. 24 th examin SA, airport, tunnel engg okke undakuo??
Thank you :). Railway important aanu.
AE classes koodi thudangikoode
Yes thudangam. Adhyam exam vilichathinte class idam.
17th question alwys confussion ayirunu athe enthyalum mari . thank you Amaze
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Problems kurav aano usually?
Problems overseer level angane choykar ila. Assistant engineer examsnu problems sure aanu.
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Sir 24th exam tough aayirikkumo
Onnum parayan patila. Medium to tough aanu njngal expect cheyunath.
Ok sir
24 n ntha exam
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