In this example we have calculated the safe load send on Mlim. However the section is still over balanced as the actual xu is still greater than Xu lim based on the section & Ast. Can you clarify .
Yes.. its still... over reinforced beam by given his but as per problem we should find whats the safe load. As there is no further analysis on over reinforced section, we should move on with balanced section,right !?
Sir while calculating moment why u take only compression force ...why not tension force....I have taken tension and compression force..but both are giving different values ...is this correct or not please clarify my doubt..in O.R.B...should we go for only compression force x lever arm ...?... please clarify my doubt...I am very confused with this
Hello Anand, sorry to say your question i dint got, kindly refer Limit State Design of Reinforced Concrete by B.C.Punmia most of the doubt will be solved
Next RCC video will be on complete design of singly reinforced beam, after that video i am starting with Doubly Reinforced Beam, till next saturday surely you will get doubly reinforced beam
M confused...beam ki final load carrying capacity 250 kn-m h...or safe load or superimposed load 27+22=49 kn/m h to 7 mtr k beam mein beam ki capacity se zyada load a raha h...
One shot three birds, thank you sir ji 👍
shouldn't the self weight be density multiplies by volume ?
y did we leave l while calculating it ?
it should be 7x0.6x0.6x24 right??
In this example we have calculated the safe load send on Mlim. However the section is still over balanced as the actual xu is still greater than Xu lim based on the section & Ast. Can you clarify .
Yes.. its still... over reinforced beam by given his but as per problem we should find whats the safe load. As there is no further analysis on over reinforced section, we should move on with balanced section,right !?
Thanks
Welcome, all the best
Sir the unit of live load is KN/M2 right..then how come we get only kn/m..I don't understand this part.
how did you calculate the mulim? can you explain the process at 11:58
Calculated mu lim by the formula given by standard code, assuming the over reinforced section as balanced section
Is this base on WSM?
Sir while calculating moment why u take only compression force ...why not tension force....I have taken tension and compression force..but both are giving different values ...is this correct or not please clarify my doubt..in O.R.B...should we go for only compression force x lever arm ...?... please clarify my doubt...I am very confused with this
Hello Anand, sorry to say your question i dint got, kindly refer Limit State Design of Reinforced Concrete by B.C.Punmia most of the doubt will be solved
Thanku so much sir for this video...sir plz upload the video on doubly reinforced beam
Next RCC video will be on complete design of singly reinforced beam, after that video i am starting with Doubly Reinforced Beam, till next saturday surely you will get doubly reinforced beam
@@structuralanalysisanddesign thanku sir
How do you design a slab with cantilever on both sides
Doubly reinforced beam to find safe load
Will come up with that
M confused...beam ki final load carrying capacity 250 kn-m h...or safe load or superimposed load 27+22=49 kn/m h to 7 mtr k beam mein beam ki capacity se zyada load a raha h...
Sir how to calculate shear force
Go through my Shear Force and Bending Moment Playlist, you will get there
sir, please do videos on is 800:2007
thanku sir
Value of fy is 250 for fe415
Sir do new problem of rcc
Yesterday i have uploaded kindly check
sir over reinforced section we should go for trial method?
Sir,
Please gift us the same load calculation for a rcc Slab. Please Sir.
Thank You
Xu
Xu=0.596
Xumax=264
0.596