Ek Question he mera... Suppose beam under reinforced he. Useme 2 case he. 1) Xu = 190 (U.R.S.) 2) Xu = 210 (U.R.S) Dono me under reinforce section he. to hame konsa choose karna chaiye or kyo? Uski vajah se neutral axis or stress & strain me kya difference hoga. ?
Simply you have to choose the case 1 whose Xu value is lesser because lesser the Xu value lesser will be the compressive strain. Case 1 is safer than the other one.
Sir there is a question in case of under reinforced section steel reaches its max stress but concrete doesn't then while we are calculating the value of MOR can we use the formula of compression side to calculate mor if yes then how i mean sir concrete has not reached its failure value ???? Anyone from comment section if know pls reply
Yes bro I was also thinking about it. The formula 0.36*f(ck)*B*x(u)=0.87 f(y) *A(st) can be used only for balanced section. For u/R section right side part of the equation is ok but since compression side does not reach 0.0035 strain then how can we Wright the equ for U/R section also. We examine a section Whether it is u/R or not, by assuming concrete strain 0.0035 has reached, since the formula we are using to determine a is U/R or not based on the formula which is developed by assumption of concrete strain as. 0035. It is very confusing, I also searching the answer but unable till today. Thanks for writing your confusion.
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What a wonderful explanation.... thank you so much sir 😊😊😊😊
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For balanced section.... Actual stress in tension and compression will be less then equal to permissiable... Please reply...
what is difference between stress and permissible stress????
Explained so well
What about failure of Balanced section. What type of alarm will identify the failure of Balanced section?
Thanks
Ek Question he mera...
Suppose beam under reinforced he.
Useme 2 case he.
1) Xu = 190 (U.R.S.)
2) Xu = 210 (U.R.S)
Dono me under reinforce section he. to hame konsa choose karna chaiye or kyo?
Uski vajah se neutral axis or stress & strain me kya difference hoga. ?
Simply you have to choose the case 1 whose Xu value is lesser because lesser the Xu value lesser will be the compressive strain. Case 1 is safer than the other one.
@@sidhantakhatua8744 Thanks...
You're the best.
Good lectures
Awesome lectures.... Thank you sir
Sir please provide more lectures for remaining topics..
Kadak sirji🙏
Thanks sir it was helpful
Sir please upload all lecture quickly...
Ravi Kumar means quick revision of one subject in one class
Sir plz provide lectures for EE as well...u r fabulous sir🙏🙏🙏😊thankuuu vry much
tanks alot sir
Achha ji
Sir uploaded all lectures quickly
Awesome
Thanku so much sir ..... please give me some rivision highway and energy conservation..... .......
Open channel flow and irrigation quick rivision please sir
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Sir,
Please upload videos of Prestress concrete.
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Nice sir
These doubt never discussed in books
Sir irrigation quick revision
Nice
Sir pura lecture kab milega
Sir there is a question in case of under reinforced section steel reaches its max stress but concrete doesn't then while we are calculating the value of MOR can we use the formula of compression side to calculate mor if yes then how i mean sir concrete has not reached its failure value ???? Anyone from comment section if know pls reply
Yes bro I was also thinking about it. The formula
0.36*f(ck)*B*x(u)=0.87 f(y) *A(st) can be used only for balanced section. For u/R section right side part of the equation is ok but since compression side does not reach 0.0035 strain then how can we Wright the equ for U/R section also. We examine a section Whether it is u/R or not, by assuming concrete strain 0.0035 has reached, since the formula we are using to determine a is U/R or not based on the formula which is developed by assumption of concrete strain as. 0035. It is very confusing, I also searching the answer but unable till today. Thanks for writing your confusion.
Thanks sir
Sir lecture ka time badavo sir please
sir tell me about a miscellaneous topic of civil engineering like gps&gis, photography
b/c gate ask 6to8 marks
Hello everyone kindly send me the link of previous 4 lectures
sir plzz pure lacture dale
Who else looked up to see if there's any crack on the beam?😆
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you are providing a lecturer for only Hindi known people ?? isn't It?? if you teach in English then everyone will learn na?
m
Nice class..
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