Structural Analysis of Walkway

PROJECT TITLE:
STRUCTURAL ANALYSIS OF WALKWAY
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REPORT NO :- DATE :
16/03/18
PREPARED CHECKED APPROVED
DOCUMENT CHANGE NOTE :-
REV NO BY DESCRIPTION APPROVED DATE

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Abstract
The structural analysis of the walk way is carried out using Ansys software and examined the plastic deformation
of the same. The structure is designed using Angle, channel and plates. The vertical members are fitted to the
ground by M20 bolt and the horizontal member is fitted to the wall by M20 Bolts. All the joints are welded using
7032 welding rods. All the welding joints are prepared before welding.
Description Load Direction
Pressure Vertical Downward
Fixed
Support
Nil Mounting
Points
Table: Load-cases for Structure analysis
The results indicate that Plastic deformation of the structure. The structure is not having any
kind of ribs or supports. The chequer plate is welded to frame and the frame is welded to
vertical members. The load acting on the structure is self weight as well as the external weight.
The external load is distributed over the chequer plate and it is transfer to the vertical member
through the frame.
Additionally, the following are observed.
 The fundamental frequency of the Structure.
 The natural frequency of the structure.
 During loading, maximum stresses are observed on the Platform - support plates
(during vertical) & hex nuts (for horizontal cases).
 The maximum Strain and principal strain.
 The maximum stress and principal stress.
 The total deformation and the maximum deformation.

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Technical Report:
Analysis of Structure

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Analysis of Structure
CONTENTS P.No.