Should'nt the value of Lx and Ly be smaller for top floor (dimension of the diaphragm being smaller)?

Can you suggest the book references for the above combined footing design

Comments say you are incorrect about rebar placement. I think you are correct. Try making a 1ft wide x 10ft long shell element in ETABS with simple area load to mimic a concrete beam. M11 and M22 shell loads will become obvious and so will rebar placement. This would be a very helpful video to make if you can. Thank you

Amazing video ,

Hi! Can I also get the Excel sheet? Thank you so much

Thanks.Reaction of etabs becomes loads in safe. Hence Fz is positive(up ward) in etabs and it becomes down ward (gravity) load in safe(put positive values). In the case of shear and moment , opposite sign must be considered while writing the load in safe. The direction must be similar with exported reactions.( Export reactions directly to safe and compare with what u wite manually)

Usefull vedio

what is the cost

excel is not downloaded

Buddy , im sorry but u have a zero knowledge of teaching .... U r creating a confusion in every step .... 👎

Why did you make beam to the column-web joint as MOMENT CONNECTION DESIGN?

Sir please send load calculation excel sheet

How to check weak storey?

What is Rs in Allowable displacement SLS at 44:00 ?

Tysm sir, i was searching for methods to save time on these sums

best

Sir please mujhe online class me lelo

Hey there... How can I find notes of ACI and other international codes ?

Hi I want to design a wind turbine tower which is a tappered section (different outer diameter and wall thickness between top and bottom). I know how to design it as a vertical column (linear and with extrude is see the geometry) and do the section but I want it as an area section like yours. Can you help me?

Bohot badiya bhai❤❤ saab samaj aaya... Or jo bhi video ki burai kar rahi vo vhi surveyor hai jo dusro ko sikhta dekh apni job khatre mein dekhte hai

I didn't receive an email to access the sheet, please guide me through this...

2:56 You said 1.5 times but 1.5×8.25=12.375 != 11.94 Why did you use a different factor of safety?

Dai what to do if my structure became much more stiffer

Useful for me, thanku

Continues over three edge and discontinue is one edge

after determining the number of bars, shouldn't we have to check the value of the actual depth of neutral axis? as provided area of steel is not same as area of steel coming from calculation

Final formula for moment might be wrong

Bravo ! Great clear design presentation !

Thank you so much

Sir the BG music is soo soothing please give us the title of the music clip! Gratitude in advance 🕯️ #ParashJoshi Sir

0.672×420+0.733×420 = 590.1 mm which is more than 420 mm. The sum of the lever arm z + neutral axis should be equal to 420 mm.

may i know how to use modal analysis to get the 3 final displacement response of the system

maza aayena, excel formula sheet bechna matra banako jasto video, no any explanation k kasari aayo. Disappointed

🎉🎉🎉

Mr. Parash joshi, till v clear our doubts v can't learn, v will be in darkness, can u please clear my doubt why u r not taken center to center of supports or else landing is less than 1m? please, waiting for yr rply, thanks in advance.

Sir if we obtain both uplift pressure(-ve values) and downward pressure(+ve values) combined in those (8 values of) Windward and leeward in 0 and 90 degrees, should we apply wind load in both upward and downward local-direction in the purlins?

Great tutorial video, sir! I have one question regarding the rebar requirement section. In the case of eccentric footing with strap beam, you mentioned that rebar is required in the bottom only and also you showed the same in the drawing as well but the in the SAFE, there was rebar needed in the Top section as well. Could you please clarify this? Thank you!

From nbc 105_2020, load combination for steel and rcc same we need to adjust wind load in dead load and live load combination.....like wise for steel structure column as per cl 5-2 how we check for demand capacity ratio. Any idea.....

One single design you are saying 1200 it's too expensive brother 😂

You haven't multiply with modification factor

Sir table kaha se milegi

Plz send pdf link

Good one 👍

Thank You Sirji❤🙏😍🌺🙌

6:40 you solved an equation is not correct Here, Kv(t)-P(t)=müt Or Kv(t) = müt + p(t), then it should be P(t) = Kv(t) - müt

SumUx ra SumUy ma 90 Percent hunda frequency 33 hz vanda greater xa vane kasari solve garne?? Or missing mass participation kasari garne, sir?

please show me the section property

Got some help from video thank you for that

In case we assign metal sections in the first floor, should we provide fixed joint on the first floor for the result forces Fz, My Mz which are needed for the connection design in idea statica?

Please the share the cad file?