Assigning loads for G+1 Building in Staad.Pro V8i | Structural Design | Structural Analysis

[@mirzasaif5226]

Best video of assigning loads on KZbin

[@CivilEngineeringMastery]

Thank you.

[@deepchand6764]

Thank you ma’am for clearing my doubts.

[@rameshg1830]

Thank you Sir for such an excellent explanation about RCC design

[@CivilEngineeringMastery]

Thanks and welcome

[@amodpatil1274]

Please upload RCC Design from Slab to Footing of this structure with RCC detailing as per your method in Excel/Staad. Will be very thankful of you if you teach this. Also if possible then please share all CAD drawings of this structure.

[@realsomaliengineer]

The way you explain each lesson is perfect and understandable pls keep sharing your knowlege with us

[@CivilEngineeringMastery]

Thank you.

[@JosephJRJinhlongSP]

Very good, but you can merge all those mashing beams and you can add load combinations easily from load case details Thank you madam 🙏

[@muralikrishna9391]

Good presentation madam

[@syedmohammed4314]

I think all the viewers will benefit a lot if we include designing of all things like, staircase,ground and roof water tank, columns,beams,slabs, foundation etc and include report, all loads dead,live,wind,earthquake,combination loads etc. in one tutorial and show it on you tube

[@CivilEngineeringMastery]

Ok noted.

[@biswanath555majhi]

Understood very easily

[@bharosaengneeringconsultan3594]

Very informative , Thank you for your hard work

[@CivilEngineeringMastery]

Glad it was helpful!

[@suriyaprakashk3219]

Thank you mam

[@vivekdorke6883]

Very informative and interesting and helpful.

[@nepalimobilepubglite5331]

Nice video .. upload more videos ..love u

[@mohamedshahbasm5757]

this is GOOD.

[@hariomchandra9048]

make video on how to assign balcony load

[@dipendrabhowmick3505]

Greatly enjoyed and enriched. One small suggestion. I think, the calculation of Ra and Rb be checked once. It seems to be 18.1 Kn/m and 19.83 Kn/m respectively. But, the quality of the material, far outperforms this small cal error. Please if u can share the Staad file.

[@CivilEngineeringMastery]

You are right RA = 19.83 kN/m & RB = 18.10 kN/m. It was an error kindly follow the correct value. Thank you.

[@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

[@Akshay_insights]

Tq.. and continue this video by doing design & detailing.

[@s.r.consultant4490]

Madam,please check calculations of landing load and reaction entries details ,put 3/2 instead of 4/2 in Reaction calculations

[@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.Thanks for the notification.

[@रियलवर्ल्ड]

@@CivilEngineeringMastery madam please see that you are saying that Rb should be greater than Ra but you are applying Rb on landing beam in video instead of roof beam but in diagram you shown Rb is at roof beam please clear my dought??

[@dipendrabhowmick3505]

Can u please add the wind load analysis on the building please?

[@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

[@beardosrk8797]

Really good work and waiting for the continuation...

[@CivilEngineeringMastery]

thank you.

[@jayantachowdhury3973]

Nicely explained.

[@CivilEngineeringMastery]

Glad it was helpful!

[@imranahamed2780]

Helpful video for assing the loads.....Do Structural Design using staad out put on Excel... waiting for this video...pls

[@mervilan1]

very very good

[@vikrambhadarka6034]

Good work please continue to make videos on structure analysis

[@CivilEngineeringMastery]

Thank you.

[@sandhyakatle1700]

Have u considered parapet wall load on the outer beams..?? It has to be considered on cantilever slab right?? How can u asign the parapet wall load on slab in staad??

[@deepthip8376]

Superb👌

[@ahmedhyd867]

Can we provide depth of beam less compare to its width, as seen from rendered view

[@CivilEngineeringMastery]

No. the depth of the beam is more compared to its width.please check the below link for modelling. kzbin.info/www/bejne/kIeynHqohtidfs0

[@ahmedhyd867]

thankq

[@venkatanaresh724]

please do one video for full structural design of G+5 Building and structural plan, details and also structural detailing .

[@CivilEngineeringMastery]

ok.

[@nitinsahetiya8430]

please upload the whole RCC Design of G+1 storey with slab beam column and footing details and also with curtail and extra bars.

[@CivilEngineeringMastery]

ok.

[@ashokkurusamy861]

Nice

[@Allinone-ks6hn]

How to find depth of foundation from ground level

[@RahulGoyalloudburp]

Mam i think there will be more fixed supports to the staircase of the building, that would be necessary, please correct me if i am wrong ?

[@CivilEngineeringMastery]

It is not like that,for dog legged staircase we need to provide support at both sides of the flight.

[@srineevasulureddy86]

while moving beams to actual position, slabs inside beams are splitting of structure how to connect beam and slab .?

[@mohammedziauddin9707]

Keep the good work going 🙌👍🙂

[@CivilEngineeringMastery]

Thank you.

[@sonukumar-bp4wb]

Please also upload in bridge design .

[@ronnie9096]

1. Ur beam orientation is incorrect, width is more than depth, i.e ur zd>yd. 2. .1x(3-depth of beam)x20 ,height of infill/wall should be 3m- depth of beam. 3. plate are not used for building model cos load transfer to the connecting beam is not as accurate as floor load assignment. Plate meshing split the connecting beam, therefore beam design results shows insufficient span by depth ratio. 4. Staad doesn't support slab design as per IS code. 5. Lastly, you've done commendable job, sharing invaluable knowledge.

[@CivilEngineeringMastery]

1.Width is not more than depth(Zd is the width and yd is the depth) please check modelling kzbin.info/www/bejne/kIeynHqohtidfs0 2.It would be great if you specify the code number(which code has this statement) 3.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 so the load path would not be accurate. Hence you should always use a mesh of plates and the beams at the edges should also be divided in line with the plate mesh so that connectivity is established at the common nodes along the edge. 4.Analysis result is enough to design the slab.

[@ronnie9096]

@@CivilEngineeringMastery 1. Let me check and revert back. 2. No where it is mention in the code but common sense tell us height of wall is = floor height- depth of beam( for solid slab). Your argument hold true if you use flat slab. 3. Compare the result using plate mesh and floor load transferred on beam. You'll find the difference. Since the result obtain by plate mesh give stresses, it is not convenient to design slab as per IS CODE 456 table no. 26. 3. like I hv mention earlier, meshing split the beam, therefore the length of beam in design results shows the split length, as a result shows warning insufficient span by depth ratio. It can only be designed as one physical member in RC designer mode. For further clarification, drop a email I will share the resources by Bentley.

[@CivilEngineeringMastery]

2.yes height of wall should be floor height-depth of beam(depth of beam includes slab thickness)

[@ronnie9096]

@@CivilEngineeringMastery refer Bentley's institute press books viz Analysis and design by Trevor Jones, Principal of structural analysis - static and dynamic load by Krishna Sathia (About the Author Krishnan Sathia, a Bentley technical support director for structural engineering and STAAD trainer, holds a master s degree in structural engineering from Vanderbilt University. Sathia has been associated with STAAD.Pro for more than 15 years. He has developed specifications for some of the program s modules, implemented the software code for several modules, contributed to the creation of the program documentation and training manuals, and tested and validated the software.) Join Bentley's forum, webinars and training for better understanding.

[@CivilEngineeringMastery]

ok. Thank you.

[@hariomchandra9048]

hello man can we apply slab load on beam without drawing slab for building in staad pro .OR IT is necessary to draw slab ?

[@CivilEngineeringMastery]

Yes you can apply slab load as uniformly distributed load in beams but you need to calculate slab load manually. Drawing slab in staad and applying load as a floor load or plate load is the proper method and load transfer will takes place properly.

[@studybits1111]

Madam, ground floor plan loads which are carried by tie beams & columns can't be calculated by staad pro software?

[@CivilEngineeringMastery]

yes it can be calculated by staad.pro software. you can add tie beams and column below ground floor level.

[@junaidrangrej952]

GOOD DESIGN WITH CODE USE

[@beardosrk8797]

oru small doubt namma node la column ah model pannum pothu...antha node vanthu centre of column ah atha model pannuma illa antha node la irunthu thaan column oda lateral dimension start aaguma

[@mylarareddy8834]

Hi madam, any consultancy possible. I need structural plan in 1 week time 30× 40 feet G+4 building.

[@doortry3879]

plate mesh method can be used beam selected process is very difficult, only plate method can be used...result same or not

[@CivilEngineeringMastery]

it is not difficult if u practice it is easy. U can use other method too.

[@rajeshkumarmanoharan8358]

How to find area of steel in stadd prob

[@mohammadfarhan5170]

My question is how udl load in staircase 7.75kn/sqm & 10.06 kn/sqm are loaded?

[@CivilEngineeringMastery]

Please refer the below link for load calculation kzbin.info/www/bejne/d3uqYn2frZ2Bes0

[@abinashkarmakar360]

Mam staad pro install ka ek video karo na.. With full details.. When I turn off my internet and anti virus both

[@CivilEngineeringMastery]

ok.

[@RIZWANAHMAD-iq8yr]

Nodal displacement kaise find karte h

[@doortry3879]

NEXT DESIGN PROCESS VEDIO UPLOAD MAM

[@CivilEngineeringMastery]

ok.

[@HIMANSHU123493]

Please provide written notes for this topic

[@narendrarbhagyaa1012]

good morning mam how to go to staad modeling of g+1 from first video

[@CivilEngineeringMastery]

Please check design of G+1 building in paly list of the channel.

[@CivilEngineeringMastery]

Please refer the below link kzbin.info/www/bejne/kIeynHqohtidfs0

[@sathish2868]

If we assign these much loads,the structure will be safe but the cost of construction will be high. You just design using these load values,then only know how much quantity of steel its consume. practially is they are assume these much loads?

[@CivilEngineeringMastery]

Please refer IS-875 codes for loading details.

[@sathish2868]

@@CivilEngineeringMastery ok mam ur load values based on IS code. But practically are you apply these much loads? Are you apply in these loads in staadpro?

[@CivilEngineeringMastery]

Yes.The loads are assigned as per IS codes and obviously we need to consider all loads coming on the structure.

[@sathish2868]

@@CivilEngineeringMastery ok mam..for these loads approximately you tell how rods are required for one beam & rod dia & beam size.

[@abdulmateenshah4850]

UDL of 100mm wall is 6 kN/m on beam but you have add 1 kN/m2 wall weight on plate what is the logic or formula to calculate wall load on plate?

[@CivilEngineeringMastery]

Yes you are correct,udl of partition wall load is 6kN/m but in a framed structure you will not get beams below all the partition walls to apply the uniformly distributed load. In that case,we cannot apply the partition wall load on slab as a uniformly distributed load. So,we have to apply the partition wall load on slab as a plate pressure. Refer IS-875 -part-2 cl.3.1.2 Also you can check the below link for load calculation kzbin.info/www/bejne/d3uqYn2frZ2Bes0

[@akhilkarumuri4158]

U have assigned parapet wall load on ground floor..

[@CivilEngineeringMastery]

No it is assigned on the First floor roof level.Please check once again.

[@winthial827]

what is G1 and G2 stand for ?

[@CivilEngineeringMastery]

G+1 - Ground floor + First floor G+2 - Ground floor + First floor + Second floor

[@hammadtauheed3955]

Why you apply load combination in editorial mode..?!?

[@CivilEngineeringMastery]

There is no reason its my way of practice.

[@hammadtauheed3955]

@@CivilEngineeringMastery thanks, your way of explaining is great

[@CivilEngineeringMastery]

Thank you.

[@ShahinMb]

This is what I also thought about.

[@srineevasulureddy86]

auto cad drawing dimensions are not matching with stad pro drawings dimensions is it possible to match both drawings how?

[@CivilEngineeringMastery]

Draw center line diagram in auto cad and import to staad.pro.

[@rahmanrahmani2896]

Excellent presentation but very fast to follow. Could you please write very briefly the procedures in word document how to assign member's properties as well as how to assign dead & live loads to all the structural members which accompanied by few screen shots . I am sure all your u Tube followers including my self will appreciate your valuable work!!! Rahman

[@CivilEngineeringMastery]

Thank you.Sure will do that.

[@रियलवर्ल्ड]

You have not applied boundary wall load on first floor on beam you only applied load on partition wall load on beam at first floor why? Please clear my dought

[@CivilEngineeringMastery]

There will not be any main wall on first floor roof,so i have applied parapet wall load on first floor roof beams.

[@रियलवर्ल्ड]

@@CivilEngineeringMastery I am taking about first floor not first floor roof, I think you have provided 9" wall on first floor and this main wall load 12 kn/m2 applied on ground floor roof beam am I right??

[@CivilEngineeringMastery]

yes correct and there is no walls coming the second floor so there will not be any main wall load on first floor roof beam.

[@ajayanparottilp4721]

Email id please

[@CivilEngineeringMastery]

[e-mail]

[@ajayanparottilp4721]

@@CivilEngineeringMastery thanks