Etabs 2016 crack only

Etabs 2016 crack only - Free Download

Welcome to our community forums, full of great discussions about Structural Engineering. Please register to become a part of our thriving group or login if you are already registered. By Muhammad Umair Anwar , Wednesday at You need to be a member in order to leave a comment. Sign up for a new account in our community. Already have an account? Palash Engr posted a topic in Concrete Design , July Fatima Khalid posted a topic in Foundation Design , July Rana posted a topic in Concrete Design , May 19, Shariful Islam posted a topic in Concrete Design , March 7.

By Suhail Gul Started July 29, By sohailahmedraza Started April 14, Muhammad Salman Started October 3. By Hamza Ahmad Started October By using this site, you agree to our Terms of Use and Guidelines. Software Issues Search In. Register or Sign In.

Posted Wednesday at ETABS crack is needed. Anyone having genuine link to download from? Share this post Link to post Share on other sites. Create an account or sign in to comment You need to be a member in order to leave a comment Create an account Sign up for a new account in our community.

Register a new account. Sign in Already have an account? Pile length is 40 times of pile least dimension. Picked By UmarMakhzumi , July Please tell me how can i solve it. Underground water tank base slab as a foundation Fatima Khalid posted a topic in Foundation Design , July 23 Asalamualaikum all, I have columns which are conflicting with the underground water tank as shown in figure.

So I have decided to make underground water tank base slab as a footing for column. So I import etabs model to safe and just take uniform water load on base slab and point load from columns. This is the residential house. The BC is 2tsf. But SAFE is showing tension on the base slab and the thickness from punching is 30''. I believe that thickness is too high. What can be the error? Is this approach is correct for design base slab of ugwt to carry load of two edge columns?

Safe Iterative Uplift Analysis asadishaq posted a topic in Software Issues , June 16, SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis??? Picked By UmarMakhzumi , July 3. Picked By waqar saleem , May You can find the list of all the new improvements by visiting this website.

Do check out the link posted above for the complete list. I think it was important to do as it brings more transparency for the forum and also helps spread the responsibility. The forum belongs to the members so it never made sense for one person to be Admin, As always, feedback is much appreciated.

Thanks for taking the time out to read this update. Picked By UmarMakhzumi , March We are calculating crack widths here. ACI proposed limiting the spacing and removed actually calculating the width and also removed the exposure conditions. ACI R references method 1 and 2 above and 3 european codes. The most confusing part is the table in which Nawy suggests 0. The whole document is for normal structures except this line.

And people are following this line and refer to this document for water tight structures. I mean its just a suggestion and by the way this method 1 is obsolete now since ACI see point 2 above. Diaphragms use to transfer the lateral load to the resisting element frame such as column.

Picked By UmarMakhzumi , March 9. The use of ULS method is fairly new for geotechnical design last decade. The following items shall be discussed: Click on the link to read the full article. Picked By UmarMakhzumi , November 22, Pile Design For Machine Foundation Mohammad Yaseen Yousafzai posted a topic in Foundation Design , October 23, I am suppose to design a pile foundation for a machine weighing approximately 50 tons and with an operational loading of tons.

Picked By UmarMakhzumi , November 14, No registered users viewing this page. Eccentricity Values In Etabs. Luk at yahoo dot com I hope you will get this message and will want you to help me. What a beautiful organised program!!! I checked but didn't find "not to run cases" you are talking about. I have attached the picture, Please check it if you find out the issue.

Hope so everyone's fine. I have a question regarding strip footing direction. What is the criteria for selecting the direction of strip X or Y direction? Sign In Sign Up.

etabs 2016 crack only

Sign in Already have an account? We are calculating crack widths here. The BC is 2tsf. Please tell me how can i solve it. ACI proposed limiting the spacing and removed actually calculating the width and also removed the exposure conditions. Diaphragms use to transfer the lateral load to the resisting element frame such as column. But SAFE is showing tension on the base slab and the thickness from punching is 30''. Already have an account?

Share this post Link to post Share on other sites. The following items shall be discussed: Picked By UmarMakhzumi , July I believe that thickness is too high. Do check out the link posted above for the complete list. This is the residential house. The whole document is for normal structures except this line. I mean its just a suggestion and by the way this method 1 is obsolete now since ACI see point 2 above. Hope so everyone's fine. Palash Engr posted a topic in Concrete Design , July

etabs 2016 crack only

So I import etabs model to safe and just take uniform water load on base slab and point load from columns. The most confusing part is the table in which Nawy suggests 0. Shariful Islam posted a topic in Concrete Design , March 7. Eccentricity Values In Etabs. What is the criteria for selecting the direction of strip X or Y direction? Anyone having genuine link to download from? But SAFE is showing tension on the base slab and the thickness from punching is 30''. ACI R references method 1 and 2 above and 3 european codes. What a beautiful organised program!!!

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