Sometimes bottom support reinforcement are higher than bottom mod reinforcement. Why this happening?

I am working on a G+4 building after analysis and design in etabs i have export my file to SAFE for footing design and in that case i am also designing a combine footing my SBC is 180 kn/m2 and settlement is 25 mm ...in terms of sbc i am getting more than 180 kn/m2 ...what should i do

how did u define levels

At 16:00 its not less than H/500 (72mm) right so how its safe.?? Please clarify

I get a problem. It says, beam continuity has failed. What to do

can we change the spacing of ductile reinforcement?? i am only able to change the diameter. But of normal shear reinforcement i can change both, diameter and spacing.

One issue is coming bro ! Suppose i have a span 11mx16m ! (11 along horizontal and 16 vertical) ! So i have put some 3 columns in between 16m at some intervals, and i want my main beams to span between them along 11m ! While there is one cross beam on the columns (vertically) from centre of 11m ! But rcdc is breaking my main beam instead of the secondary beam !!! How to define this properly ki which is primary and which is secondary?

sir where is the combined footing RCDC tutorial video?

wind load should act upwards also right

In RCDC column orientation is wrong,how can we rectify the error sir.?

Hi Can you shear me your wind load calculations sheet in excel format

Sir in my plan I am getting top steel greater than bottom steel what sir please help and I want to contact you can I mail you my plan

Sir can you please share the wind calculation sheet?

Excell sheets ?

Please provide excel sheet for learning.

Nice one I have one doubt....in case WLL1 you have applied for a wind load of 3.07 in the left side column and 2.76 in the right side column in the same direction....but calculated coefficients are +ve (+0.5) for the left side column and - ve (-0.45) for right side column so how it comes same load direction

Sir i need your WhatsApp no.

Brother snow area me howe truss strong rehta hai ya fink

good !

Thank you 🙏

hi sir, kindly say about effective length in rcdc

Hello @structuralworld4880. , Great Video. can you elaborate how you model portal bracing in your model. Also please share excel sheet , if possible.

Can you provide excel sheet

Sir, Can you provide excel

Please share spreadsheet and staad file

Nice and useful presentation

Please send email address

Hi sir, would you mind if you can share the excel file ? Thank you.

Can I get this staad file

One of the best explanations on wind load analysis to industrial building, could u please share download link of spread sheet ?

Can u share cad file link?

Good afternoon sir, Can i have that cad file

What is the intention of providing design strips

Bro need load combination.ldsx file 14:33 please provide me download link

Can you plz. share the excel sheet? Thank you.

Can you make a video on how to design eccentric combined footing?

Sir please provide this excel sheet for calculation of wind load.

Hi can you pls share the xls file. it is more informative and excellent job

pls provide excle sheet

CAN YOU SHARE THIS EXCEL SHEET

Sir plz share excel file....

Sir please provide this excel sheet for calculation of wind load....it would de great help for many ...🙏🙏🙏🙏🙏

What about coupling beams Sir

Sir please send excel sheet

Pls gove copy of staad auto cad file & connection design

Can you share your excel sheet?

Nice video sir. I am using safe v20 and i am facing problems when designing footing from loads exported from etabs. the displacement/settlement values are weird, they come with an exponent of 17 or 18 which is very large value, also the bearing capacity values for the combined footings come positive values and not negative values, what can be the problem here? i did assign the sbc values to the footings though.

when i use ACI code it shows dimensions only in english i cant use metric how can i fix it

can we get the dwg file for this? it will be very helpful since i am designing a roof truss

Can you please share this Excel sheet?, please sir...