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sir soil bearing capacity is divided by 1.5 not multiplied

Good Video. BUt you are providing a slender angle sections for compression force in bracing.

I would appreciate it if you could share the file. Please share with me.

I would appreciate it if you could share the file. Please share with me.

V bad u must explain about of HR and also check the result of that's two point .

please share the name of the textbook

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15:00 Water hammer pressure wave generates from valve and travels upstream upto surgetank. Valve is located in powerhouse near turbine. So shouldn't 'L' in time period formula mean penstock length?

Can i get the excel sheet

I AM GETTING MAXIMUM STORY DRIFT = EQX ULS-0.006453, ALLOWABLE=0.00625 AND EQY ULS- 0.006311, ALLOWABLE=0.00625 EQX SLS-0.006207, ALLOWABLE=0.006 EQY SLS-0.006071, ALLOWABLE=0.006 PLEASE HELP ME OUT..

CAN YOU GIVE ME THE EXCELL SHEET OF LOAD CALCULATION SHEET

hello sir, can request for the file

35:27

22:00 how did negative value of Rdx got a clockwise direction? U did wrong i guess

I need all excel seet

How do you take care of section 12 of IS 800:2007 in idea statica, where coonection is required to be designed for 1.2 Mp. It becomes even more critical for braced frames where brace connection needs to be designed for momemt of 1.2 Mp about critical bucklimg axis.

how to get this excell sheet sir ?

Sir, could you make a video on etabs analysis of a step back building on sloping ground Thank you.

Running the model for uplift force with spring is not appropriate, as uplift will give tension in spring even though compression only spring has been assigned. I guess, compression only spring will be activated if we run non linear analysis. I would like to request to verify the result of base pressure for uplift load case once.

Defining null beam etabs

HOW CAN I GET EXCEL SHEET BRO

can you provide the excel sheet ? how can i contact you ?

What to do. When torsional value is more that defined value, or maximum value

Please give access to sheet.

Won't the first number of the shear force be the number perpendicular to the shear surface? For example, wouldn't the shear force shown as V23 be V13?

Good

How to do it manually through excel?

2:26 Which code provides the value?

8:55 calculation for Puz is wrong here true value is Puz=3341.25kN Pu/Puz=0.897

4:10 *cl.39.3 and there is 0.4fck instead of 0.45fck

As there is the secondary beam in staircase side, so we have to give the load as per the absolute distance upto the the secondary beam?

bibliografia por favor

Send this excel sheet

Thank you for the detailed video. Why did you include the central columns load when you calculated the UDL for strap beam design? The central column's load is transferred to the footing directly as there is no eccentricity, right? Could you please explain? Thanks again!

How much

Sir excel sheet is not accessible. Kindly help

please rspond I've trying to message you

if we dont model plinth beam, then should we ignore these loads coming in plith beam?

If we increase the beam width?, does the required shear reinforcement decrease?

lagta hai tumhe Hindi nhin ati

Sir, what changes need to be done when the property line is present on two adjacent sides?

Excell sheet pau na sir...

helllo sir, is ur building is overstressed?

You are great sir 😮😮😮😮