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@nilayendrachakraborty40988 ай бұрын
first of all i am Thanking u for ur very nice explanatory video. i am basically a mechanical engineer, working at indira gandhi centre for atomic research (IGCAR) kalpakkam in area of large test rig design reactor component testing, requesting u, please make such kind of video for time history analysis/response spectrum analysis of steel structure.
@TheArmchairTheologian2 жыл бұрын
Thanks 🙏🏻 I’m computer science engineer, I used SketchUp and AutoCAD for designing. But I wanted to learn structural engineering, learn i mean self learn, I would like to request to keep on updating on!
@CivilEngineeringMastery2 жыл бұрын
Glad it was helpful!
@CivilEngineeringMastery2 жыл бұрын
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
@thenice_kidАй бұрын
Juat seen your video. Great explanation. I just wanna know how did you selected only column and exempt the beams during assigning property of columns .
@orimpatisarada2573 Жыл бұрын
Very clearly explained thank you
@CivilEngineeringMastery Жыл бұрын
You are welcome
@suriyaprakashk3219Ай бұрын
Thank you mam
@nilayendrachakraborty40988 ай бұрын
also please discuss about floor spectra generation.
@apurbapal11636 ай бұрын
Thank You🫡🫡🫡
@prashanthatkapuram92137 ай бұрын
i have a doubt ,,can we able to import 2-3 floor plans at once..
@LIFEOFUNST Жыл бұрын
mam can u make a video detailing of all load calculation how to mathematically find out load factor value.🙏🏻🙏🏻
@mahendrasingh-vl7mw Жыл бұрын
Good morning Are we assign slab any where in video
@CivilEngineeringMastery Жыл бұрын
We have assigned floor load on the slab
@rajanv.m.81362 жыл бұрын
Mam kindly upload seismic analysis on response spectrum method ,. Only for zone 2 with regular building of height less than 15m only this static method is applicable. For all other than this, response spectrum method is applicable.
@CivilEngineeringMastery2 жыл бұрын
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
@jayaprakashjena75902 жыл бұрын
but mam i think in dead load portion selfweight of structure is not taken into account .is it okk?
@CivilEngineeringMastery2 жыл бұрын
Self weight of slab, floor finish was added as a floor load which is 5.125 kN/m2. Self weight other structural members were assigned as a self weight, please refer at 21:28.
@jayaprakashjena75902 жыл бұрын
@@CivilEngineeringMastery I mean when you are assigning section properties to beam, column size. These beam column itself has selfweight. That command is missing. Selfweight y -1 command which I feel.
@CivilEngineeringMastery2 жыл бұрын
Pls check at 21:28. Self weight y-1 is added.
@CivilEngineeringMastery2 жыл бұрын
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
@sovanghosh25942 жыл бұрын
Mam can you please tell me response reduction factor is necessary to apply?...
@CivilEngineeringMastery2 жыл бұрын
Yes it is mandatory to apply.
@vamshimerugu74472 жыл бұрын
Hi voice bagundi midi
@sohamekumarbishnu54712 жыл бұрын
What is 1.37 in Cantilever slab load calculation?
@CivilEngineeringMastery2 жыл бұрын
Cantilever slab load on beam
@sohamekumarbishnu54712 жыл бұрын
@@CivilEngineeringMastery The slab load computed is 7.125 KN/m2 and multiplied with 1.37. From where we get the value 1.37? I am not getting the calculation. Can you please explain?
@CivilEngineeringMastery2 жыл бұрын
1.37m is the length of the cantilever slab. 7.125kN/m2 is the load "w" , so load multiplied by the distance ie w x l = 7.125 x 1.37 = 9.76kN/m. Hope this helps.
@sohamekumarbishnu54712 жыл бұрын
@@CivilEngineeringMastery Thank you. I did understand now.
@CivilEngineeringMastery2 жыл бұрын
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
@aruna17sep8 ай бұрын
All response reduction analysismay be loaded
@ameerulmujahid3970 Жыл бұрын
Manually design Excel sheet
@hcStructuralDesigns2 жыл бұрын
At ground floor live load is 0 but you have taken 2. Why???
@CivilEngineeringMastery2 жыл бұрын
In seismic load calculation, at roof level live load is zero.
@hcStructuralDesigns2 жыл бұрын
@@CivilEngineeringMastery I'm asking about ground floor, why you taken 2??
@CivilEngineeringMastery2 жыл бұрын
It is ground floor roof. live load is 2.
@hcStructuralDesigns2 жыл бұрын
@@CivilEngineeringMastery madam what is the dead load to be applied at roof slab? Except slab thickness.
@CivilEngineeringMastery2 жыл бұрын
Floor finish load, partition load and water proofing if any on the roof.
@252adeshpatade3 Жыл бұрын
Madam please share word file for understanding how to calculate manual load
@CivilEngineeringMastery Жыл бұрын
Kindly join the channel membership to avail the files.