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  1. Home/
  2. MAYUR KOKANI/
  3. To Analysis and Design of Steel Structures using TSD

To Analysis and Design of Steel Structures using TSD

AIM: Summarize your study for the bending moment, shear force and deflection diagrams for the elemen modelPROCEDURE• Initally open the Tekla file you saved prviously • After opening the file->We ste the Seismic data in the structure • To set->go to load panel->Under seismic load go to Seismic wizard…

    • MAYUR KOKANI

      updated on 01 Apr 2022

    AIM: Summarize your study for the bending moment, shear force and deflection diagrams for the elemen model
    PROCEDURE
    • Initally open the Tekla file you saved prviously

    • After opening the file->We ste the Seismic data in the structure

    • To set->go to load panel->Under seismic load go to Seismic wizard

    • Select the code spectra->Next

    • A new tab opens-> Check the base information of the model

    • Check seismic zone and site-> Click Next

    • Now set the structure irregularities->If any plane or cliff give

    • or else click next

    • on the Fundamental period->select structure as RC steel composite .

    Click on Next

    • In seismic force resisting system-select the type as Moment frame structure->steel building with with OMRF

    • In Dir2 select the braced system ->building with SBF and concentric braces

    On the next tab->exclude the service load and select all others

    • click next

    • Select the seismic combination ->click next

    • Click om finish

    • Now go to load combination->click on generate

    • Click next and select the load combination and finish.

    • Now before starting the analysis we check the factors

    • Go to Analyse tab->Go to settings

    • under the modification factors tab->select steel

    • check for tall the factors to be 1.0

    • you can modify the factors if needed

    • Now to analyse the strcutre->click on Ist order analysis

    • After select the combination and cases you want to analyze

    • click on Ok

    • Aftfter the analysis is done ->go to result view from the bottom right corner .

    • On the result panel ->Go to result->moment Major-> Select the axis

    • It'll show the results of the bending Moment Major

    • These are the loads of Effective Seismic weight

    • SHear major

    • Axial force

    • Now check for the frames members indvidually .

    For now open frame A section

    • The frame A above->The beams shown in red has failed so we try to check the member

    • select the beam->right Click->Check member

    •  Click on check member->a list is shown here the crictal failure of beam in moment major .

    • So we try changing the beam section to MB400 (Previously MB300)

    • After trial and errors we rectify the error by giving the section of MB500 to the beams

    • similarly we check the other members and change the sections or areas accordingly

    • Similary do it for all other members and check for the errors

    AIM:Based on the analysis design the members and outline the thought process in selecting the member sizes along with the foundation design

    PROCEDURE

    • Now for the design of the foundation under the columns .

    • Go to the foundation tab

    • Open the base level -> Under the foundation panel click on pade base foundation

    • Select the pad base foundation-> Click on the column under which you want the foundation to be placed.

    • Select the column ->Right clickand check members ->This foundation is failing under bending capacity

    • So we try to increase the area of steel provided

    • Providing 25mm dia bars with 300mm spacing and increasing the depths

    • The dimension of foundation is 2500mm both in X&Y direction and depth 850mm

    • we again check the foundation and the errors are removed

    • Similaryly we provide foundation to all other columns

    • Select the foundation ->copy and apply to all other columns.

    . Check the foundation for the errors

    • All foundation are check there are no shown errors


    RESULT:

    • Successfully desgined the foundation and the beams

    • removed the errors of the section which were failing under the critical loads

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