Jump to content
  • Welcome to SEFP!

    Welcome!

    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.

Software Issues

Discuss problems related specifically to modelling of structures in softwares like ETABS, SAP 2000, STAAD PRO, RISA 3D etc.

241 topics in this forum

    • 2 replies
    • 527 views
  1. Safe Punching Shear Problem

    • 37 replies
    • 8,428 views
    • 2 replies
    • 735 views
    • 1 reply
    • 3,408 views
    • 1 reply
    • 1,199 views
  2. Support Assigment

    • 2 replies
    • 501 views
  3. Direction Of Earthquake

    • 1 reply
    • 551 views
    • 1 reply
    • 752 views
    • 1 reply
    • 775 views
  4. Raft In Etabs

    • 4 replies
    • 2,352 views
    • 1 reply
    • 1,142 views
  5. Etabs - Wall Modeling

    • 3 replies
    • 1,210 views
    • 1 reply
    • 835 views
    • 4 replies
    • 6,618 views
    • 2 replies
    • 553 views
    • 2 replies
    • 1,317 views
  6. Detailing In Etabs

    • 2 replies
    • 3,246 views
    • 5 replies
    • 1,980 views
    • 6 replies
    • 3,752 views
    • 1 reply
    • 554 views
    • 10 replies
    • 741 views
  7. Etabs Sap2000 And Stad Pro Limitations

    • 4 replies
    • 4,491 views
    • 12 replies
    • 2,809 views
    • 7 replies
    • 7,959 views
    • 7 replies
    • 3,357 views
  • Our picks

    • I am suppose to design a pile foundation for a machine weighing approximately 50 tons and with an operational loading of 100 tons. 
      I ll appreciate your help in terms of guidance & provision of notes...  
       
      Thank you..
      • 36 replies
    • Material behavior can be idealized as consisting of an 'elastic' domain and a 'plastic' domain. For almost 200 years, structural design has been
      based on an elastic theory which assumes that structures display a linear response throughout their loading history, ignoring the post-yielding
      stage of behavior. Current design practice for reinforced concrete structures is a curious blend of elastic analysis to compute forces and moments, plasticity theory to proportion cross-sections for the moment and axial, load, and empirical mumbo-jumbo to proportion members for shear.

       

      From the book "Design of Concrete Structures with Stress Fields" by A. Muttoni,  J. Schwartz and  B.Thurliman.

       
      • 0 replies
    • Dear Fellow Researchers, Academicians, and research students,

       

      NED University of Engineering & Technology in collaboration with Institution of Engineers Pakistan (IEP) is organizing 9th International Civil Engineering Conference (ICEC 2017) on December 22-23, 2017 at Karachi, Pakistan.

       The congress details are available at its website www.neduet.edu.pk/icec

       Also attached is congress flyer for information and dissemination among your peers.

       Abstracts submission deadline has been extended till October 31, 2017.

      Please click on the link to see the full description.
      • 0 replies
    • AoA all,

      Is it mandatory to do column concreting upto the soffit of the beam in a single pour ?

      What code says about the construction/cold joint location in column ?

      Majority of the contractors are pouring the column concrete upto the soffit of the beam (full height of the column), some contractors leave the column height about 9" to 12" below the beam level and then fill this 9" to 12" column height with the beams & slab concreting. On one site column concreting was stopped at the mid height and the remaining half was filled on the next day.

      Thanks

       

       
      • 5 replies
    • AOA 

      i am facing problems in shear wall design .what are the pier and spandral ?what will be the difference when we assign pier or spandral? without assigning these the shear wall design is incomplete .

      i am taking about etabsv16

      someone have document about shear wall design plz provide it 

      thank you

       
      • 9 replies
  • Recently Browsing   0 members

    No registered users viewing this page.

×

Important Information

By using this site, you agree to our Terms of Use and Guidelines.