Load Calculation for G+1 Building | Load Transfer Mechanism | Load calculation for buildings

This video explains about the detail Load calculation for G+1 building, Detailed dead load calculation and how to transfer the load to all structural elements along with load transfer mechanism and load combinations.
Please refer the following link
1.Modelling of G+1building in Staad.pro with plate elements
• Modelling of G+1 Build...
2.Assigning loads for G+1 Building in Staad.pro software
• Assigning loads for G+...
3.Design data for (G+1 building) from Staad pro
• Design data for G+1 bu...

[@ravishankar.p5542]

Really it's the most use full KZbin channel for Structural engineers.

[@CIVILTECHFORUM]

MANUAL ANALYSIS OF G+1 BUILDING PART 1 : kzbin.info/www/bejne/pX26ooabprmtmck PART 2: kzbin.info/www/bejne/gJLCi5uAbpWLgdE

[@bjg9801]

I really admire indian tutorials than others. You can really understand it. Very Detailed. Thank you for this video

[@mahloritgchauke4854]

because you are indian

[@Sheik_Noor_Mohammed]

"Thank you so much mam! Your teaching is incredibly sweet and fantastic, making it easy to understand."

[@CivilEngineeringMastery]

Glad to hear that

[@rameshchandrapatra9730]

Thank u so much mam. Your method of teaching is very good, so that students , fresher, and also non engineer can understand easily. Thanks once again. 🌹🌹🌹

[@CivilEngineeringMastery]

It's my pleasure.

[@CivilEngineeringMastery]

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

[@paparaopeddinti7094]

Very good video for civil engineering students as well Civil egineers

[@dhanasekaran5209]

Thank you very much it's very useful for all Civil engineers

[@mdmainuddin1781]

this video is so useful for structural engineer

[@sssyed4275]

Simple and neat explanation about load calculation ... Thanks for sharing ... Post more videos about structural designs ... Once again thank you mam ... God bless you ...!

[@dantedetera8713]

This is a very good tutorial , surely plenty of aspiring structural/ civil engineers will be able to have this tutorial a very valuable reference for their works. Keep up the good work madaam and Bless You. Keep on up-loading more structural topics...

[@CivilEngineeringMastery]

Thank you.

[@santhosh.4915]

One doubt mam In staircase load Total load how it comes 10.06 kN/m^2

[@santhosh.4915]

Explain it mam please

[@MasterCivilEngineering]

Right dear

[@CivilEngineeringMastery]

RB should be higher than RA. RB X 4 = 10.06X3X(1+(3/2))+7.75X1X(1/2) RB = 19.83kN/m RA = 10.06X3+7.75X1-19.83 = 18.10kN/m There was a error. Thank you.

[@sathyanarayanamb1095]

This is the vdo im searching for long years👌

[@CivilEngineeringMastery]

Glad I could help

[@CivilEngineeringMastery]

Kindly refer to the playlist for more videos

[@sathyanarayanamb1095]

@@CivilEngineeringMastery can u do architecture drawing to structural wity caluclation

[@CivilEngineeringMastery]

Do you mean load calculation?

[@sathyanarayanamb1095]

@@CivilEngineeringMastery no i meant coloum placement in architectural drawing

[@friendlynature4871]

Very peaceful explanation thanks a lot

[@CivilEngineeringMastery]

Glad you liked it

[@shafimemon4941]

Superb mam you just made complicated things just easy I hope everyone after watching this video will definitely subscribe this channel

[@thecivilboyverma1430]

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[@Sulimankhanacademy]

Really great

[@abc-e.c]

Very nice calculation Important data thanks mama

[@FIT_with_WELLNESSCOACH]

Nice Voice and Easy Explaining method....,

[@mahernabih7629]

Very useful information for design and easy way to design

[@CivilEngineeringMastery]

Thanks a lot

[@surajlaghe]

Great work madam. Thank you so much for such a great content at youtube.

[@thecivilboyverma1430]

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[@RaEz-pk3xq]

Madam Bhoot accha smjh aaya joh aapne bataya main fresh diploma Engineer hoo

[@peekaysings]

Bahut accha guide kiya h ..

[@TechVastuOfficial]

This video is really help full for me

[@thecivilboyverma1430]

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[@prafuldate2881]

Short and sweet explanation. Thanks a lot mam.

[@CivilEngineeringMastery]

Thanks for liking

[@manmadhk2794]

It's very useful to our civil engineers

[@mdimranhossen2223]

সিভিল ইঞ্জিনিয়ার পড়ছি আমার জন্য আন্তরিকভাবে দোয়া করবেন যাতে আমি সারাবিশ্বে ফার্স্ট ক্লাস ফার্স্ট বিশ্বসেরা বিশ্বমানের সিভিল ইঞ্জিনিয়ার হতে পারি বা হতে চাই ইনশাআল্লাহ।আমৃত্যু এই মহাবিশ্বের ফার্স্ট ক্লাস ফার্স্ট ক্লাস ফার্স্ট আধ্যাত্তিক সিভিল ব্যারিষ্টার হতে চাই ইনশাআল্লাহ অনেক অনেক অনেক অনেক অনেক অনেক অনেক চিরস্থায়ী ভাবে আশির্বাদ করবেন ইনশাআল্লাহ।to

[@mdimranhossen2223]

সিভিল ইঞ্জিনিয়ার পড়ছি আমার জন্য আন্তরিকভাবে দোয়া করবেন যাতে আমি সারাবিশ্বে ফার্স্ট ক্লাস ফার্স্ট বিশ্বসেরা বিশ্বমানের সিভিল ইঞ্জিনিয়ার হতে পারি বা হতে চাই ইনশাআল্লাহ।আমৃত্যু এই মহাবিশ্বের ফার্স্ট ক্লাস ফার্স্ট ক্লাস ফার্স্ট আধ্যাত্তিক সিভিল ব্যারিষ্টার হতে চাই ইনশাআল্লাহ অনেক অনেক অনেক অনেক অনেক অনেক অনেক চিরস্থায়ী ভাবে আশির্বাদ করবেন ইনশাআল্লাহ

[@L-GoutamSahu]

more helpful video.....you great ma"am

[@CivilEngineeringMastery]

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

[@El_Crispaulo]

Great video 👌

[@CivilEngineeringMastery]

Thanks 👍

[@CELDIVYABHARATHIP]

nice this is very useful for me. thankyou so much😇

[@CivilEngineeringMastery]

Glad to hear that

[@CivilEngineeringMastery]

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

[@thulasik8145]

Very well explanation...

[@CivilEngineers99]

Good Knowledgeable

[@CivilEngineeringMastery]

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

[@arunkumar-rn4wr]

Thanks 🙏🏻 videos very useful more videos

[@CivilEngineeringMastery]

Keep watching!!

[@shalinichaurasiya5314]

Really helpful...Thank you so much 🇮🇳🙏

[@CivilEngineeringMastery]

Glad it helped!!!

[@REANDESIGNSTRUCTURE]

Share knowledge is the best work.

[@poojau6592]

Thanks for clearing concept of calculating loads . Please explain it how to apply in etabs model also

[@CivilEngineeringMastery]

You are welcome. Kindly refer to the playlist Etabs..

[@e.v.pratheepkumar7074]

Nice video madam and explain very super and this video helpful

[@CivilEngineeringMastery]

Thanks and welcome!!

[@booksourexistence2153]

Waw.... Great ma'am.... Please make more

[@uvaispk82]

Useful video.... easily understand your presentation.... please upload more structural related videos

[@CivilEngineeringMastery]

Thanks and sure.

[@CivilEngineeringMastery]

kzbin.info/www/bejne/mZLZloWcYqtjesU

[@sudarshanreddy9780]

Very good explanation on how to calculate loads on structural elements. Thank you.

[@CivilEngineeringMastery]

You are welcome! Will upload soon.

[@sima_fitness3535]

Good, very useful, well explained

[@MasterCivilEngineering]

Yes it is dear

[@brandonmotlaleng9356]

Great Tutorial,clear and eaasy to understant explanations

[@CivilEngineeringMastery]

Glad it was helpful!

[@jadijagadish9203]

Your explanation is very good, it's make me strong in structure analysing

[@thecivilboyverma1430]

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[@rajum2563]

Me too

[@shofiulislam9689]

Helpfull, waiting for next learning

[@alakesh_7]

Thank u so much. Such wonderful explaination!!

[@CivilEngineeringMastery]

You're most welcome!

[@CivilEngineeringMastery]

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

[@vikramsuryawanshi2836]

Thanks madam ..very easy explain in detail..... great Madam....🙏🙏

[@CivilEngineeringMastery]

Thank you

[@harivoraganti2814]

Good explanation madam

[@balasubramanianr3423]

Thank you madam for creating a useful video

[@DJ-gda]

Thank u so much madam it's really useful for learners

[@DJ-gda]

And please make the video how to find out in house air or plastering crack and structural cracks

[@Srinivasansrini-m3l]

Thanks mam ,it's clear to understand but I have one doubt on self weight of steps u told self weight of steps is 10.06 KN/m2,but total the value it's come 5.875 kN/m2 ,in these anyelse missing mam .thank u mam

[@CivilEngineeringMastery]

The total load on going is 10.06kN/m2. Please check the video 4.19+1.875+1+3 = 10.06kN/m2. Hope you have missed the self weight of waist slab.

[@archivisiondesignstudio1254]

Thank you so much mam 🙏♥️ keep making videos like this. It will be really helpful for fresher student like us. Initially with freshers no one could help and share this much knowledge with such a easy explanations. Thank you so muchh🙏♥️♥️

[@CivilEngineeringMastery]

It's my pleasure

[@CivilEngineeringMastery]

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

[@sathishm.k6942]

Good info 💪 tq

[@jaydeepganguly6144]

Please make video on manual calculation of Mux and Muy for g+1 building frame with different types of moments and orientation of columns..

[@tahmidashraf9498]

Madam in the staircase section, load on going: self weight of steps= unit wt of rcc X 1/2(riser). But load on landing: self weight of steps= unit wt X riser. This time there was no 1/2( riser). Why is that?

[@nibirsenapoti7752]

As per my knowledge in case of load on landing: self weight of steps= unit wt X thickness of slab (not the height of the riser)

[@moulicreations8222]

Yees

[@smmia8204]

Very good

[@CivilEngineeringMastery]

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

[@MickyOnline]

Your way of teaching is very simple and effective. Great work. Don't know y your subscriber count is low. It should be in lacs. M Sharing your work with my friends 🙂

[@CivilEngineeringMastery]

Thank you.

[@thecivilboyverma1430]

kzbin.info/door/drliBTc6h7tlUemhyIodaA

[@AkhtarAli-oe8zh]

very good description for load transfer method

[@CivilEngineeringMastery]

Thank you

[@civil_boy_-ym1wz]

Thank you very much mam

[@CivilEngineeringMastery]

Most welcome 😊

[@dilmahanmahato8766]

very useful and well explained .

[@subramaniamchandrasekar1397]

From 4:15, whatever you have calculated are not xx.xx kN/SqM or kN/CuM, instead are actual weight. Regards.

[@CivilEngineeringMastery]

ok.

[@bhaskarpal9024]

Really helpful.Thanks a lot.

[@CivilEngineeringMastery]

Most welcome!

[@JK-jj9dy]

Thank you very much Madam, very useful information and please send more videos.🎊🇨🇮🎊

[@indrajeetdeshmukh1718]

Most usefull

[@kelvinraj8743]

Fully satisfied ☺ . 🤜🤛 keep rocking ✌😎

[@CivilEngineeringMastery]

Thank you.

[@jayabharathis438]

1. Well explained especially staircase loading. 2. In some residential projects, there is no midlanding beam as it directly rest on the brickwall. In this case how to apply the loads? Either have to apply on beams where brick wall rest or any other way. 3. In mid landing and floor beams, we have apply the reactions Ra and Rb throughout the beam. But in stilt/ground floor where the stairs begins and roof beams where it ends, we have apply the loads on beam to its half length or width of the staircase. Am i correct?. Could you please send snapshot for how stairs case loads are applied in beams using staad.?

[@CivilEngineeringMastery]

Thank you Jayabharathi. 2. If there is no mid landing beam,we can rest the staircase on wall. 3.In stilt or ground floor either we can rest on plinth beam or stone masonry as foundation for staircase.we have to apply loads on beam to the width of the staircase.Sure i will upload one video for how apply loads in staad.

[@mr.kpadmanadham550]

Not to the standards

[@jamunajammu5426]

Super explain 👌🏻👌🏻

[@BNuwan123]

good video ..pls keep going

[@dipaknemane8083]

Nice lecturer

[@CivilEngineeringMastery]

Thanks and welcome

[@satheeshmahadevipoojaadity6850]

Good & Narrative thanks

[@shuaibalin1871]

very nice, but we need how to design footing and column dimension.

[@Mr_Ukm]

Maam Ra should be on coloumn or on the over hang?

[@mohdmerchant2644]

That's Good Idea To Explain and Now As we calculated Dead Load + Live Load Now Please Explain How To Design Coloum and Beam For The Same Load.

[@MasterCivilEngineering]

See here to know

[@johnpinto1518]

Great explanation, thank you.

[@CivilEngineeringMastery]

You are welcome!

[@rahmanrahmani2896]

RB & RA value should be 19.83 kN/m and 18.10kN/m (B.M @ A =0, RB x 4=10.06 x 3 x(3/2+1) +7.75 x1 x1 x 1/2 , RB = 19.83 KN/m and RA= 10.06 x3 + 7.75 X 1 - 19.83 = 18.10 kN/m. Please confirm it. Thank you for all your valuable work through U Tube and appreciated !

[@CivilEngineeringMastery]

you are right RA = 19.83 kN/m & RB = 18.10 kN/m. I will update it.Thanks for the notification.

[@kk-fd2cy]

I saw that

[@jeganselvaraj5226]

Excellent its worthy

[@aqibaqi8884]

thanks madam your explanation way is very good

[@CivilEngineeringMastery]

Thank you.

[@Raj3486]

At 13:30 While applying moment equation I think it should be Rb*4 = 10.06* (1.5+1)+7.75*0.5 Please correct if I am wrong.

[@CivilEngineeringMastery]

RB should be higher than RA. RB X 4 = 10.06X3X(1+(3/2))+7.75X1X(1/2) RB = 19.83kN/m RA = 10.06X3+7.75X1-19.83 = 18.10kN/m There was a error. Thank you.

[@gunasekhar8875]

Very good madam nice explain madam

[@vaishakhek8895]

Excellent

[@CivilEngineeringMastery]

Thanks

[@flashlesstv7750]

Good

[@CivilEngineeringMastery]

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

[@shunmugaraja.k.beatsofhear6775]

Mdm nise knowledge delivery you have.!!. Congratulations!! Please post the formula also It will be used for upcoming engineers.

[@thecivilboyverma1430]

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[@rakeshroshan7703]

Very nice and thanks

[@CivilEngineeringMastery]

Most welcome

[@CivilEngineeringMastery]

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

[@Latief764]

Nice video Maam, please make video how to calculate wind load and seismic load....

[@CivilEngineeringMastery]

ok.

[@dineshtirkey7851]

Very Useful for me mam

[@sudarshannikam5243]

Mam here i am asking about some different topic that generally beam is single entity just from column to column member (means support to support )which called as primary beam, But why stadd pro software splits beam in two pieces when we apply secondary beam as a point load ,what is reason behind it? Mam, Is it necessary to merge those split beams of main primary beam which are divided after inserting secondary beam before analysis ? Because after inserting node in primary beam it is divided into some pieces or numbers of beams. And they are gotten different beam no to each segment of beam. What will be the correct method ? Either merged primary beam or leave it as split beam before analyzing. Please guide me mam.

[@CivilEngineeringMastery]

No need to merge the primary beam. If it doesn't split then the load will not be applied on the particular node. When you take the bending moment you have to consider the maximum bending moment for the primary beam.

[@CivilEngineeringMastery]

Please refer the below link for modelling and assigning load kzbin.info/www/bejne/kIeynHqohtidfs0 kzbin.info/www/bejne/rqa4n2dsodyWq6M

[@sudarshannikam5243]

Thanks mam to clear my confusion. I understand that though primary beam seems split in multiple segment in staad model while secondary beam inserting but it acts as a single beam( one piece) which supported at extreme end column support. Mam, Is it correct?

[@CivilEngineeringMastery]

Not only extreme end column support. Even we get column support in the middle and we get beam support as well. Please refer the below link for how to make framing plan kzbin.info/www/bejne/mZLZloWcYqtjesU

[@noormohiuddin2143]

thanks madam your explanation is superb.

[@malithakalanka1283]

Why we use 1/2 for self weight steps ???

[@sugumarsugumar5939]

Vory nice full explanation Thank you

[@rejoysingnonglang7172]

Nice maam... please upload another video for Building Design

[@CivilEngineeringMastery]

Will upload soon

[@yannmonnier4291]

Thx for this great explanation. What about the load of a roof and wind?

[@MasterCivilEngineering]

Wabt to know more see here

[@CivilEngineeringMastery]

kzbin.info/www/bejne/nnO7f3xta62GpbM

[@moviesbazzar9391]

Mam please make a video on now how to transfer this beam load to the columns and than footings🙏

[@CivilEngineeringMastery]

ok.

[@sabirmajeed662]

Mam .how we design of diffrent elements of building like columns beams multi slabs that perfect for loads

[@sudarshannikam5243]

Thanks for this explanation. But mam why did you take moment arm 4/2 instead of 1+(3/2)=2.5m like a beam ?

[@CivilEngineeringMastery]

RB should be higher than RA. RB X 4 = 10.06X3X(1+(3/2))+7.75X1X(1/2) RB = 19.83kN/m RA = 10.06X3+7.75X1-19.83 = 18.10kN/m There was a error. Thank you.

[@sheikhraisulislam4483]

You have shown the calculations but It would have been better if you could show the free body diagram... I mean if we could see where the loads will jmrax

[@CivilEngineeringMastery]

Ok. Noted.

[@sudarshannikam5243]

Mam , Floor load , Area load ,Full plate pressure these are all same or what how? Are they work same? Can we use these for same purpose? OR Effect or use of these are same? Which type of load method should be used for applying manglore tiles load to inclined slab ? Which axis method should be used for loading purpose for inclined slab ,whether it Local axis load or Global axis load? ( Considering Inclined slab creating by plate element.) I have experienced that it is difficult to use Floor Load to applying manglore tiles load to inclined slab(inclined plate element) by Y-RANGE .But I didnt try by using group option in FLOOR LOAD method. Mam , please explain which will be better way for loading to taper slab?

[@CivilEngineeringMastery]

You can mesh the plates and then apply Mangalore tiles load as plate pressure.

[@sudarshannikam5243]

Thanks Mam , Can we use AREA LOAD by selecting all plate simultaneously? Is it mandatory to meshing plate? Actually what is difference between ordinary plate and meshing plate? It is quite difficult to connect nodes to adjacent plate nodes, i have seen in your other video (influence method). What is the benefit of meshing plate over enmeshing plate?

[@CivilEngineeringMastery]

A slab has to be modeled using a mesh of plates. You should not model it using a single plate element because if you do so, the slab will only connect to the rest of the structure at the corners. So if you have beams along the edges and columns at the four corners of the slab, the slab would only connect to the columns but not to the beams. Hence the load from the slab will be transferred to the columns directly without bothering the beams and the load path would not be accurate. Load path - slab to beam, beam to column and column to footing. If you do not create plate mesh then the nodes will not be created between slab and beam.

[@sudarshannikam5243]

Thanks

[@hisa2k]

Mam, please do one video on pre engineering building using american code

[@sudarshannikam5243]

Thanks mam. Another doubt is , Who decides the beam will be either rectangle or flange beam section while analyzing in staad pro that one USER or staad software? Also who decides beams will be either continuous or fixed beams as single span when they are laid in same center line in plan (top view)? Or how should be mentioned those things in staad inputs parameter ?Please explain mam.

[@bindaleslie]

Calculating the self weight of the beam ,you said depth x width ok what about the length of the beam?

[@CivilEngineeringMastery]

Self-weight of the beam was calculated per meter length of the beam. kN/m.

[@katlehosenatsi6318]

I like it maam

[@bahatihaule3642]

Useful

[@CivilEngineeringMastery]

Thanks

[@apsaraapsara8594]

In staircase caluculation loads on landing, self wt of steps you do not take half of the riser value why mam .but you take loads on landing, self wt of steps you take half of the riser why

[@bs-cubeengineers4107]

Please explain how the load of secondary beam transfers on primary beams

[@MasterCivilEngineering]

Yes