Dhanush S

Пікірлер

@harshithaps2942 7 ай бұрын

Sir please can you upload the pdf

@bikash_9738 Жыл бұрын

Can u please mention the book name from where u have taken the problem ?

@bikash_9738 Жыл бұрын

CH00,CH01,CH02 Are output data or input ground motion

@dhanushsganig Жыл бұрын

Output data from the accelerometers

@bikash_9738 Жыл бұрын

@@dhanushsganigokk I got it Tnx for ur explanation.

@swapnildesai5130 Жыл бұрын

Hello sir..Do you take online classes now??

@dhanushsganig Жыл бұрын

Hi Swapnil, no I don't.

@swapnildesai5130 Жыл бұрын

Okay..can u upload other videos related to EQ analysis..i have gone through all the videos in the playlist..all are very informative..so can u upload other videos too

@harsono2159 Жыл бұрын

Sir, can you send the pdf file?

@samuelsam7132 Жыл бұрын

Congrats man

@shobhameena Жыл бұрын

Apkp etabs m diagonal strut model krna aata hai kya can u please help me in that i have to do multimode pushover analysis on my open ground storey hilly slope building

@hemanthkumarshetty7945 2 жыл бұрын

❤️❤️

@narendradewasi6666 2 жыл бұрын

great leacture.1 hour worth it. I'm not from your college.

@amanmansuri2772 2 жыл бұрын

Thank you soo much sir.

@dhirenderbisht4956 2 жыл бұрын

sir why u have not taken the modulus of elasticity as shown in the properties of the section in etab .here in etabs it shows E=69637.05*10^6 whereas what u have taken to calculate stiffness is 68947*10^6. both results of the time period are slightly different.

@dinkadinkimedia532 2 жыл бұрын

i thnik he should take the value of E from etabs

@priyushag4835 2 жыл бұрын

How to model this equivalent diagonal strut in Etabs sir ? If I model this in section designer we should give material type as masonry itself sir.

@priyushag4835 2 жыл бұрын

Also, can we do nonlinear static analysis(Pushover analysis) ? There while assigning hinges I am unable to find hinges for masonry material.... Only Steel Braces-Axial P hinge is available