Dear All, Kindly check out the below link for Structural Analysis and Design of RCC building using Staad.Pro software. In this course, all the basic concepts, and Lateral load Analysis(Response spectrum and wind load analysis) of a building as per IS-456, IS-875, IS-1893-2016, and detailing as per IS-13920 have been explained. www.udemy.com/course/staadpro-v8i-structural-analysis-design-of-a-rcc-building/?referralCode=C1CBC2B104EF72579338
We are using this method in my past jobs,this is fast and effective.Nowadays many softwares are born but yet,we are doubting the results beacause of unseen errors in analsyis,by doing this you can check your design and analysis and sleep well.😂😂😂
Mam your tutorials are too good💚💛mam i have one request to you can you please give us a tutorial about how to design a building manually by comparing the same model with staad pro.please mam.It will be very much useful for students and working professionals both🙏🙏
Could you please explain how you have decided the contributory area to each column in your AutoCAD drawing. The load calculation is straight forward (load from slab & wall to beam to column then foundation). Thank you!
Yes correct,but this is influence area method in which the slab load can be transferred to column by using the tributory area. Contributory area for each column can be decided by using center line of the columns.
Definitely these all tutorials are very helpful for students.keep it up mam👍👍.and make a more video on whole design of building from start to end with different geometry.Thank u
I have created a course, structural design of buildings using Etabs software which includes structural analysis and design of a five-sorey RCC building(Real project) and is now available on udemy. Kindly use the below link to avail the full course. www.udemy.com/course/structural-design-of-buildings-using-etabs-software/?referralCode=14883FDBBD95A1ADAC02
How you calculated influence area for particular columns as you mentioned in plan?.plz make video of ,how to assign size of footing, column,beam and distance between column.
Please give a video on all about design of a two story building step by step i.e. 1st floor design and ground floor design, slab design, beam design, column and footing , and all loads calculation that load comes on that section.
I have factored at the last please watch all parts of this video series. ruclips.net/video/XSptmc1s1Do/видео.html ruclips.net/video/7cpyZ8S666E/видео.html ruclips.net/video/0RXEcu5URYo/видео.html ruclips.net/video/vjSE1W3tgvE/видео.html
Hai mam. Thank you so much for your videos. It s explained very detailed. One kind request can u provide autocad file so tat i can practise better.. pls. I have seen few other people also requested the same. Pls do this favor mam
Please refer the below links for staad.pro analysis 1.Modelling in Staad.pro with plate elements ruclips.net/video/ZVOkGrQsjHk/видео.html 2.Assigning loads in Staad.pro ruclips.net/video/xuUn46lwcuA/видео.html 3.Results from staad.pro analysis ruclips.net/video/o6hA3eX9-qU/видео.html
Influence area is calculated based on center to center between column. Please refer the below link for more details about influence area ruclips.net/video/ptaC2hdd5YY/видео.html
Wall is load calculated separately and added with the total load. Please watch the complete series (part 1 to part 5) for a better understanding. Part-1 www.youtube.com/watch?v=q8-pu... Part - 2 www.youtube.com/watch?v=XSptm... Part - 3 www.youtube.com/watch?v=7cpyZ... Part - 4 www.youtube.com/watch?v=0RXEc... Part-5 www.youtube.com/watch?v=vjSE1...
Load transfer mechanism is slab to beam,beam to column and column to foundation. Slab loads are area loads, we calculate per m^2. Wall and beam loads are uniformly distributed loads which is kN/m. Column loads are axial loads which is kN. Please refer the below link for more details. ruclips.net/video/AJG1Jix8NDk/видео.html
Here you have calculated one column load but simply multiplied.. Actually number of columns per and floor and number of stories then total load arrive..
Here we are calculating loads on individual column and some times loads coming on each floor may differ. So we have to calculate loads coming on each column and each floor. In this calculation we have calculated loads coming on each floor for individual column. only the self weight is multiplied by number of floors.
I cannot understand how we calculate wall load in per unit squ.area???! Why not per unit length kn/m???! If the slab to be designed is flat slab then ok its logical to take partition per unit area.
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Dear All,
Kindly check out the below link for
Structural Analysis and Design of RCC building using Staad.Pro software.
In this course, all the basic concepts, and Lateral load Analysis(Response spectrum and wind load analysis) of a building as per IS-456, IS-875, IS-1893-2016, and detailing as per IS-13920 have been explained.
www.udemy.com/course/staadpro-v8i-structural-analysis-design-of-a-rcc-building/?referralCode=C1CBC2B104EF72579338
We are using this method in my past jobs,this is fast and effective.Nowadays many softwares are born but yet,we are doubting the results beacause of unseen errors in analsyis,by doing this you can check your design and analysis and sleep well.😂😂😂
Error error in video
This is the best tutorial in my life.Very clear concept method.Thanks for make this kind of tutorial.
Glad it was helpful!
Very helpful 👍 video
Very helpful for me
Thank you mom you are the best
Nice one..
Mam your tutorials are too good💚💛mam i have one request to you can you please give us a tutorial about how to design a building manually by comparing the same model with staad pro.please mam.It will be very much useful for students and working professionals both🙏🙏
Could you please explain how you have decided the contributory area to each column in your AutoCAD drawing. The load calculation is straight forward (load from slab & wall to beam to column then foundation). Thank you!
Yes correct,but this is influence area method in which the slab load can be transferred to column by using the tributory area.
Contributory area for each column can be decided by using center line of the columns.
Thank you madam this was very helpful to me
Glad it was helpful!
Very helpful all vedios. Please provide more videos on manual practice with staad design. Thank you
Sure I will
AWESOME MAM U R SIMPLY AMAZING U GOT GREAT KNOWLEDGE IN CIVIL ENGINEERING MAM HOW CAN I GET THOSE AUTOCAD DRAWINGS TO PRACTISE🙏🙏🙏
Please join the channel membership to get the drawings.
super
Definitely these all tutorials are very helpful for students.keep it up mam👍👍.and make a more video on whole design of building from start to end with different geometry.Thank u
Sure 😊
I have created a course, structural design of buildings using Etabs software which includes structural analysis and design of a five-sorey RCC building(Real project) and is now available on udemy.
Kindly use the below link to avail the full course.
www.udemy.com/course/structural-design-of-buildings-using-etabs-software/?referralCode=14883FDBBD95A1ADAC02
How you calculated influence area for particular columns as you mentioned in plan?.plz make video of ,how to assign size of footing, column,beam and distance between column.
Influence area is calculated by using the center lines(area around the column) between columns.
@@CivilEngineeringMastery if you
Already uploaded video plz mention below
will upload one video.thanks.
Refer the below link for influence area calculation
ruclips.net/video/ptaC2hdd5YY/видео.html
Please give a video on all about design of a two story building step by step i.e. 1st floor design and ground floor design, slab design, beam design, column and footing , and all loads calculation that load comes on that section.
ok.
Waiting that mom thank you very much
@@CivilEngineeringMastery please
Best Video. Ma'am I've one question that why are you not factored load in calculation..
I have factored at the last please watch all parts of this video series.
ruclips.net/video/XSptmc1s1Do/видео.html
ruclips.net/video/7cpyZ8S666E/видео.html
ruclips.net/video/0RXEcu5URYo/видео.html
ruclips.net/video/vjSE1W3tgvE/видео.html
Please share the load calculation of an elevator and also share the load calculation of steel building
good explanation tq.
very helpful for me.
Mam How To Calculate the ultimate XI load of the building to calculate the size of the column?
Madam how to design single column using load and moments in staadpro software? Which are the two moments tob considerede to mmoments or bottom moments
Super madam
How to check upper storey column load in staad pro???
Hai mam. Thank you so much for your videos. It s explained very detailed. One kind request can u provide autocad file so tat i can practise better.. pls. I have seen few other people also requested the same. Pls do this favor mam
G+2 residential building ke Liye ground floor beam ke liye kitna mm ka rod use kare.
Beam size 250× 400 mm
For idea
please reply
How to calculate the thickness of slab
Please upload the autocad design also
Please make video on manual calculation of Mux and Muy for g+2 building frame
maam im in a big problem my load came 93000 kg in 12 m2 now i cannot convert them in cm how much would be for my column concrete load in per cm2????
Please upload videos architecture plan same as structure plan with structure analysis in staad pro.
Please refer the below links for staad.pro analysis
1.Modelling in Staad.pro with plate elements
ruclips.net/video/ZVOkGrQsjHk/видео.html
2.Assigning loads in Staad.pro
ruclips.net/video/xuUn46lwcuA/видео.html
3.Results from staad.pro analysis
ruclips.net/video/o6hA3eX9-qU/видео.html
We expected more valuable vedios from you
How to extend my Ground floor column... For first floor....
Ground is old construction now I want to construct a first floor
Kindly contact the engineer who is available at your location. Without a proper analysis of the existing site condition, we cannot guide you.
@@CivilEngineeringMastery local engineer ask about rebaring ... But I m not rebaring nis safe for column member....
Please ans 25kn/m3 or 25kn/m2 which one is correct???
Please send full details manual designing
How do we get that influence line diagram
Influence area is calculated based on center to center between column.
Please refer the below link for more details about influence area
ruclips.net/video/ptaC2hdd5YY/видео.html
@@CivilEngineeringMastery okk mam
Beam
Lxbxd =.230x.375x25=Xkn/ans in meters .
What is beam length
self weight of beam calculated as uniformly distributed load in kN/m.
0.23 x 0.375 x 25 = 2.156 kN/m.
Why is wall load not included for beam load calculation
Wall is load calculated separately and added with the total load. Please watch the complete series (part 1 to part 5) for a better understanding.
Part-1
www.youtube.com/watch?v=q8-pu...
Part - 2
www.youtube.com/watch?v=XSptm...
Part - 3
www.youtube.com/watch?v=7cpyZ...
Part - 4
www.youtube.com/watch?v=0RXEc...
Part-5
www.youtube.com/watch?v=vjSE1...
This method only used for g+2 building?
No.Influence area concept is same for all the buildings.Only loading we need to consider according to the type of the building.
@@CivilEngineeringMastery thanks for the rply
🎉
How to draw the influence area drawing mam...
Please refer the below link
ruclips.net/video/ptaC2hdd5YY/видео.html
*For Column Selfweight is in KN* and for wall & slab it is in KN/m?? Why??
Load transfer mechanism is slab to beam,beam to column and column to foundation.
Slab loads are area loads, we calculate per m^2.
Wall and beam loads are uniformly distributed loads which is kN/m.
Column loads are axial loads which is kN.
Please refer the below link for more details.
ruclips.net/video/AJG1Jix8NDk/видео.html
no load for roof??
Mam. 125x25 (unit weight of rcc is 2500 but not in m2
Unit weight of RCC is 25 kN/m3.
Can i get the the autocad file for better learning..
Here you have calculated one column load but simply multiplied.. Actually number of columns per and floor and number of stories then total load arrive..
Here we are calculating loads on individual column and some times loads coming on each floor may differ. So we have to calculate loads coming on each column and each floor.
In this calculation we have calculated loads coming on each floor for individual column. only the self weight is multiplied by number of floors.
Madam size of Column kese mila?
Kyunki size of Column find out karne ke liye humare paas Load hona zaruri he.
by trial you can do. with experience
@@HammadBashir809 Assalamu alaikum sir,
Sir matlab ki pehle hume assume karna padta he Column ki size jese 9'×18 , 12×18 etc
Right?
For larger span, load will more Column size will large. For smaller span it may be small.
i dont have a credit card how do i get one
Do you want to join the channel membership?
@@CivilEngineeringMastery yes please because am also an engineer
You can use debit card as well.
Mam i have work for you like design calculation estimation etc we have small consultancy. I will pay
Kindly send your detailed requirements to civilengineeringmastery@gmail.com.
I cannot understand how we calculate wall load in per unit squ.area???! Why not per unit length kn/m???! If the slab to be designed is flat slab then ok its logical to take partition per unit area.
Wall load is calculated for kN/m only.
@@CivilEngineeringMastery ok thanks but you still wrote down in kn/m. sq
That is partition load(kN/m^2). Please refer IS-875
Tamil ilaya madam
Can you send me staad pro crack software link & working software..... ?
Hindi me bataiye