This tacks immense courage to accept one's mistake very impressive and respect for you

you clear your misinformation , this shows your authenticity of information its make you excellent

Very Informative... Thank you...

thank you it was very good

Sandip sir I am pursuing Masters in construction management in VJTI but has interest in structural engineering . so can i do both simultaneously or should i drop the course and focus on structural designing.

Sir, Case 1: If we are meshing the column frame element, then no need to consider additional slender moment as per IS CODE. Case 2: If we are not meshing the frame element, then we have to consider additional slender moment along with P-Delta

@ilustraca

10 ай бұрын

Don't go fot Case1 ..be in the conservative side and take P-delta and Additional moment both

Where can I find this etabs documentation???

my shear wall is showing extreem high RF requirement. what is the issue.

@ilustraca

5 ай бұрын

Shear walls always attract high amount of force due to higher higher lateral stiffness along its longer dimension, so it is obvious. In case u want to get lesser force in it then, few more shear walls you have to introduce along the same direction.

Sir can share the ETABS document

Sir I want to learnCOMPLETE ETABS CSI SAFE CSI DETAILS from you . KINDLY direct me from where can I learn in proper sequential manner. Because I am jumping from one video to another which is confusing me even more.

@ilustraca

5 ай бұрын

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Sir I want to learnCOMPLETE ETABS CSI SAFE CSI DETAILS from you . KINDLY direct me from where can I learn in proper sequential manner. Because I am jumping from one video to another which is confusing me even more.

@ilustraca

10 ай бұрын

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