Challenge

Week 2 Challenge

Q1 A answer :-

B Answer :-

C Answer :-

D Answer :- 

  • IS 456-2000
  • IS 13920-2016
  • IS 875-1987
  • IS 800-2007
  • IS 1893-2016

E Answer :-

Q2 A Answer :-

  1. Geometry
  2. Properties
  3. Materials
  4. Specifications
  5. Support
  6. Loading
  7. Analysis
  8. Design

B Answer :-

Fixed Support degrees of freedom which are to be treated as fully restrained, Hence, those degrees of freedom are not considered for the stiffness matrix, and their value is not calculated.

But in Enforced degrees of freedom which are free to displace are assigned springs of zero stiffness. Hence, for all the 6 degrees of freedom at such supports, the displacements are calculated.

Q3 A Answer :-

  • Create model using node system or create by using the structural wizard
  • Add beams
  • Choose properties
  • Add supports
  • Add specificaton if any
  • Add loadings
  • Apply perform analysis
  • Run the MODEL
  • Goto post processing
  • Note DISPLACEMENT SHEAR FORCE AND BENDING MOMENT

B Answer :-

  • By Analytical Model
  • By Physical Model

STAAD.Pro Physical Modeler takes advantage of physical modeling to simplify of modeling a structure, which in turn more accurately reflects the process of building a model. Beams and surfaces are placed in the model on the scale of which they would appear in the physical world.

C Answer :-

D Answer :-

  • After Analyse go to the Postprocessing
  • Select Load Combination
  • Click on Plate Results.
  • Select Plate Sress Contour
  • Select LOad Combination.
  • Check MAx Absolute Stress
  • Check Major Principle Stress
  • Check MX(Local)

E Answer :-

  • After Analysis
  • Go to PostProcessing
  • Check SFD and BMD by Click on SFD and BMD tool.
  • Next Click on LAyout and click on Graph to view SFD and BMD
  • By Double click on Member.

Practical :-

A. Asnwer :-

B Answer :-

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