Challenge

Week 2 Challenge

AIM:To create the simply supported and fixed beam by using the given load condition and spans.

INTRODUCTION:STAAD pro is used for structure analysis of structure by using the shear force diagrama and bending moment diagram.

PROCEDURE:

1.1ANS:

  • Open the STAAD
  • In analyatical model,properties then define the shape (circular) and assign.

1.2ANS:

  • Open the STAAD
  • In model information select the units(metric) then create the model.

1.3ANS:

  • Model name
  • Length
  • height
  • Width
  • No of bays along length
  • No of bays along height
  • No of bays along width

1.4ANS:

  • STEEL-AISC360-16,AS4100
  • CONCRETE-ACI318-2014,AS3600
  • ALUMINIUM-Aluminiun US
  • TIMBER-AITC-1984,AITC-1994

2.1ANS:

The following are the inputs units in STAAD pro

  • Geometery
  • Properties
  • Specificstions
  • constants
  • supports
  • loads
  • load combination
  • Design standards

2.2ANS:

  • Fixed-Degrees of freedom are consider as fully restarained,when displacement is zero degree of freedom is not consider for stiffness.
  • Enforced-Degrees of freedom are consider as fully restarained,STAAD assigns sprigs for stiffness.

3.1ANS:

  • Creating the file
  • Select the units
  • Use the geometry by nodes
  • Assign properties,material.
  • Then perform analyisis
  • Then assign the design code.
  • Then perform the post processing for out put view.

3.2ANS:

  • Node by node
  • By structural wizard in geometry tab.

3.3ANS:

  • Fixed
  • Fixed but
  • Multi spring
  • Only spring
  • Inclined
  • pinned
  • enforced
  • enforced but

3.4ANS:

  • By node dispacement design the slab.
  • By using generate mesh create the plate to the design.
  • Stress distrubution is done by colouring the slab

3.5ANS:

  • After the analyisis,post processig in result tab cooridinatinates are there like,Fx,Fy,Fz,Mx,My,Mz.
  • After the analyisis,post processig in result tab graphs are there in layout options

RESULT:To Complete the simply supported and fixed beam by using the given load condition and spans.

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