2 ай бұрын
Пікірлер
@shareqinamdar8903 3 сағат бұрын
Informative
@adhyapandey5803 16 сағат бұрын
T shape building dynamic wind analysis me width कौनसी consider करेंगे to or bottom
@krishnamondal4200 Күн бұрын
Sir I am having export problem Etabs 22to rcdc 2023. Unable to read analysis data in rcdc kindly help me sir
@EngineerObed 2 күн бұрын
Do one for strand 7 and spacegass
@madhubalapandey7238 2 күн бұрын
K2 kese nikalega😊
@gajeraharshad3250 5 күн бұрын
For long term analysis Modulus of rupture value which will be taken
@im_rh412 7 күн бұрын
Sir,where I will get the video...! I have already enrolled.
@nazimsaifi6036 7 күн бұрын
Those who master and understand structural analysis and design in depth they should know Finite element method
@ilustraca 8 күн бұрын
Glimpse of my online course on RCC Building Design using STAAD. Pro Join the program with special discount valid till 31st Jan, 2025 Link- www.ilustraca.in/wlp/staadjan25 Visit our website- www.ilustraca.in/ 𝐃𝐨𝐰𝐧𝐥𝐨𝐚𝐝 𝐨𝐮𝐫 𝐧𝐞𝐰 𝐀𝐧𝐝𝐫𝐨𝐢𝐝 𝐀𝐩𝐩 𝐧𝐨𝐰 ! 𝐀𝐧𝐝𝐫𝐨𝐢𝐝 𝐀𝐩𝐩 𝐥𝐢𝐧𝐤👇🏻 amitco.courses.store/download-app?source=manual_link_share 𝗜𝗹𝘂𝘀𝘁𝗿𝗮𝗰𝗮 𝗔𝗰𝗮𝗱𝗲𝗺𝘆 is now available for IOS users also !! Follow the 2 simple steps- 1. Download 𝗠𝘆𝗜𝗻𝘀𝘁𝗶𝘁𝘂𝘁𝗲 App from App Store. App link- lnkd.in/dxS74bQk 2. Open the app and log in with Org. Code- "𝗔𝗠𝗜𝗧𝗖𝗢" #structuralengineering #ductiledesign
@Prashuradha 9 күн бұрын
Was not expecting a tamil song 😅😂
@ganeshrasankar5791 9 күн бұрын
Sir you are doing great job😊
@PRATHAMPAWAR3D 9 күн бұрын
thank you sir , love and support from NIT Surathlklal
@sathvikvarma5603 10 күн бұрын
could you please provide the notes that you are teaching with ?
@Prashuradha 11 күн бұрын
If anyone watching this channel for the first time, trust me... This is the best (online) course for a structural engineer in the Indian market.
@AAKASHN-q1i 11 күн бұрын
after following either videos part 1 and 2 , everything is clear, thanks sir for quick response
@AAKASHN-q1i 11 күн бұрын
What topics u have covered in this course please tell briefly, like index of it
@ilustraca 11 күн бұрын
Kindly visit our website www.ilustraca.in and visit the course. You’ll find the syllabus there.
@siddiquihasmatali7246 12 күн бұрын
very good explanation
@RohitSingh-xb8ic 13 күн бұрын
This can be easily checked with the table story max over average displacement which etabs gives directly.
@ilustraca 13 күн бұрын
@@RohitSingh-xb8ic Max over average displacement takes any point where Max displacement is coming, which can be at a face co-linear with direction of force hence not correct.
@GaneshPatil_1014 14 күн бұрын
Thankyou it was Very informative. But If you check the ratio for other two nodes it will be higher in RSY, so better to check for all four nodes.
@Enfld1122 15 күн бұрын
Which book is best and easy to learn Finite element analysis from basic to advance ?
@alleasy8160 15 күн бұрын
Hogging moment gets cancelled out in the mid span, so do we need a top reinforcement for that?
@ilustraca 14 күн бұрын
@@alleasy8160 Where is it cancelling out ?? Watch lecture again
@mangalcin 15 күн бұрын
well explained....thank u
@selvamsanthosh6484 15 күн бұрын
dear ilustraca kindly share me the crack width lecture notes please for my reference
@lester-jrosario 17 күн бұрын
Hello sir, i'm from the Philippines, can you please make a tutorial video for manual and STAAD section properties calculation for channels with Lips (Coldformed Sections in STAAD). Thank you.
@EngineerObed 17 күн бұрын
Sie please put paypal link in your product for easy payment. Im eager to buy. I'm outsite India.
@ilustraca 17 күн бұрын
@@EngineerObed You can buys from the current payment gatway also. It allows international payment.
@EngineerObed 17 күн бұрын
@@ilustraca send me the link. I've sent you an email. I got stuck in OTP check put page 😴
@azmat_waseem 18 күн бұрын
Will it be checked (torsional irregularities) for with stiffness modification factor for all structural elements or without stiffness modification factor? Thank you...
@ilustraca 17 күн бұрын
With modifiers
@Enfld1122 18 күн бұрын
How to analyze and design T-shaped,L-shaped column manually? Video banaye
@azmat_waseem 20 күн бұрын
Very Informative... Thanks...
@amaregashaw3548 21 күн бұрын
Hi Sir
@AmulyaRajbhar 22 күн бұрын
Good morning. Please make video on post analysis Checks..
@Enfld1122 23 күн бұрын
How to model geometry in staad with expansion gap ? ( When building is too large in length).
@bilalakhtar3470 23 күн бұрын
Waiting for daily lectures of tekla
@syedshehzadali5940 24 күн бұрын
Can you make a full course on tekal structure
@islahuddin2249 25 күн бұрын
what is the difference between the values of Pd calcualted from IS875 Vs ASCE7?
@SukantaPanja-i9x 25 күн бұрын
Thank you sir
@zhafrannabil-ok9ps 25 күн бұрын
Very nice content. Let's go to more video about ASCE
@Enfld1122 26 күн бұрын
When Elevated and underground water tank design course launch ?
@Enfld1122 24 күн бұрын
Underground and elevated Water tank design course is very important and necessary.
@bobrobert8684 26 күн бұрын
Great presentation. Thank you Sir.
@amaregashaw3548 26 күн бұрын
Tank you some times give presentation of euro code design examples
@seeker1588 26 күн бұрын
helo sir , is there any course of yours?
@venkatesh2285 26 күн бұрын
Thank u so much we are waiting for this . Sir if you know design of wood building as per asce code it would be useful for us to learn practical
@colourfull3277 29 күн бұрын
sir, for fixed support the moment reaction developed will be opp. direction and while calculating the we take M@A = 0 so MA = 0 ?
@ilustraca 29 күн бұрын
@@colourfull3277 Yes the direction will opposite and that I want you understand after finding our the value of moment. At initial stage we considered all positive.
@EngYahye_Mohamud_Dirie Ай бұрын
Sir how to convert rcdc files tp pdf
@Rocketfuelz Ай бұрын
Would love to see some videos for connections and steel baseplate design. Thanks!
@santhoshm1916 Ай бұрын
Why 2times p
@melesedemissie7664 Ай бұрын
Nice explanation. Thank you. I have one question regarding to subgrade modules determination . I am using bowels method to determine it using the formula. k=40*qall*Fs. Where qall is allowable bearing capacity.of soil , Fs factor of safety. ( From 2 for granular soil to 3 for cohesive soil) . What is ur comment. U missed the Fs .
@melesedemissie7664 Ай бұрын
Thank u sir. I followed ur vedio focusing on sign lose in Response Spectrium. It was nice . I want to combined the resonse spectruum load with the permanet and variable load in csi safe after editing the loads in iteractive table. As the exported variable and RS loads were not factored( in eurocode live load must be taken 30% for office and residential buildings during equivalent lateral force or Response spectrium load cases( uses 70%/30% ortogonal direction combination ) So how can I combine them to proceed design of foundatio?
@melesedemissie7664 Ай бұрын
Nice sir What is the difference between elastic and inelastic deformation
@ilustraca Ай бұрын
@@melesedemissie7664 Elastic that comes back to its previous state after load is removed. Inelastic that doesn’t come to its initial state after load is removed.
@nikhildixit7293 Ай бұрын
can you pls explain while designig building G+2 for commercial purpose in zone 2 which frame type is used ? And why?
@idrisahmed2659 Ай бұрын
Exactly my question im designing g+3 residential building... In zone 2 region .... Im designing it only for gravity loading ... Confused wether I should go with ordinary or non sway framing type