7.4-B Design of Beam w.r.t. ETABS Analysis as per IS 456 by MS Excel Sheet
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- Опубликовано: 7 окт 2024
- Lecture: 7.4-B Design of Beam w.r.t. ETABS Analysis as per IS 456 by MS Excel Sheet
Download Attachment to the Lecture:
[Sample Design Report for Beam] drive.google.c...
[Excel File: Design of RCC Building as per Indian Standard by ETABS] drive.google.c...
[IS 456: 2000] drive.google.c...
[Free] Course: Complete Design of G+3 Storey RCC Building as per IS Codes by ETABS
Course Instructor: Akshay Thakur
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Course Description: In this course, you will learn how to plan structure with respect to architectural planning and as per codal provisions of Indian Standard codes then you will learn how to use IS Codes to calculate the loads on the structure and modelling and analysis of building structure in computer software ETABS, and most importantly you will go through the design procedure of each type of structural element manually as well as with the help of MS Excel Sheets and at last how to detail your structural sections and preparation of drawings for Construction-Site Execution purpose.
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Akshay Thakur
Note: Regarding Use of Excel Sheet for Beam Design in this particular Video.
Input: Grey Colour Cells
Output: Green Colour Cells
@Abhishek Kt welcome dear...
@Abhishek Kt sure you can contact me through email... check about section of channel for my email address...
Very helpful videos. Thank you
Welcome!
_If you complete the course, then I'd be happy If you give me the feedback of this course by just filling this google form_ _forms.gle/Q7gUW4untqbBszfs8_
@Akshay Thakur. One big request. Please add video on Design of Shear Wall for Lift purpose by using Excel sheet and ETabs. It will be the very useful. Thank You.
dear, thanks for suggestion....
see, honestly speaking...
I'm now working professional & I don't have that much time to create new videos quickly... still I'll consider your suggestion...
@@AkshayThakur thank you sir. Atleast post any solved problem PDF so that i can atleast refer codes and solve myself. Big Thanks in advance sir.
what i can suggest you is; refer some books by iit professors for stepwise design procedures, follow IS codes & read throughly.... watch official design software's resource files on their official websites...
@@AkshayThakur thanks a lot sir
Sir, what is "b" in the design of Slabs (done in excel) and also how to take Mux and Muy value from etabs. I am inquiring since the video of the design of the slab is not uploaded.
sorry for that, I'm unable to create a new video of that...
it may not also possible for me for while...
you can check the shell stresses under the option display and into that by shell stresses and by selecting required forces for load/load combination by moving cursor over plan of slab you can note down values for moment and calculate area of steel and spacing in given direction by considering one way and two way slab.... or you can also design slab by strip method as well in etabs itself...
hope it helps!
Please upload seismic analysis of linear static analysis and non linear static analysis and linear dynamic analysis and non linear dynamic analysis
thanks for the suggestion...
I didn't understand this excel file. Can u share me any video which tells the procedure which u followed.
its not the procedure this are just all the formulae used in design procedure.... what i can suggest you is that, learn some basics of excel and then prepare your own design-sheets
sir how do you considered top rebar reinforcement other than supports?
top rebars other than supports means rebars at top mid span
● for simply supported beams to conterforce shear force we provide stirrups (for 2 legged stirrups minimum 2 bars are needed) so if, no compression steel is needed then also minimum 2 bars at mid span need to provide
● when BM is more for your section and, you design beam as doubly reinforce then as per design whatever number of bars may come that you have to provide
● for your doubly reinforce beam if compression steel is more than what maximum top bars you can provide as per limitations of code/standard then, you may take advantage of flange of slab if available (as L or T shape flange) to reduce compression steel
Conclusion:
when no compression steel is needed then you have to provide minimum 2 bars of 8mm or 10mm or 12mm to tie stirrups
& when compression steel is needed then you have to provide top bars as per Bending Moment requirement
@@AkshayThakur Thank you so much for your patience sir
@@exambuster2994 welcome dear!
Kindly upload part 7.5 video
It was uploaded but there was one mistake so I take down that video... due to no free time for a while, so I'm unable to create new one...
Sir kindly upload 7.5 video
I was design that too, but it was removed because therein one mistake...
but you can do that as well, by following
go to Display -> Shell Stresses -> Take Mux Muy Moment Values for Design Load Combination Envelope and put it in to Design Excel-Sheet which I have provided...
If possible I'll made new videos of slab design...
@@AkshayThakur OK THANK YOU SIR
Sir All things is good But sir yout voice is Not Clear sir plz try to improve it
thanks for feedback...
but, this problem is just for 2 to 3 videos, otherwise for all videos in the course has clear sound...
Sir!!!! New course!!!!! Please!!!!
sorry dear... for a while not possible....
Sir slab design 7.5 plz
there was one mistake in that video so I take down that from the course... sorry for that...
@@AkshayThakur Sir, when will you upload the revised video of the design of the slab (7.5)
@@oceanrai6244 not for a while... sorry for that...