Calculation of Culvert Lateral Loads to BD 31/01 by Engr. I. Opoli

 

Plain Interface

Implemented Interface

First page of Pdf report generated

Second page of Pdf report generated

The use of Word VBA in the Analysis of Trusses by Engr. I. Opoli

Input and Output Data

Output Data

Truss Original and Deflection Plot

Everything above Implemented using Word VBA (Visual Basic for Applications)

Beam Stiffness Matrix Calculator By Engr. I. Opoli

Application Plain Interface

Sample problem for Solution

Stiffness Matrix for Span 1

Stiffness Matrix for Span 2

Stiffness Matrix for Span 3

Verification Solutions below

Stiffness Matrix for Span 1

Stiffness Matrix for Span 2

Stiffness Matrix for Span 3

 

Plot of the Beam (Hermite) Shape functions-Natural Coordinates

 

Plot of N1(E) against E

Plot of N2(E) against E

Plot of N3(E) against E

Plot of N4(E) against E

Plot of the Beam (Hermite) Shape functions

 

Plot of N1(x) against x

Plot of N2(x) against x

Plot of N3(x) against x

Plot of N4(x) against x

Warehouse Structural Output Graphics Plots

 

Input Data

2D Bending Moment Plot

3D Bending Moment Plot

The Very First Step in Developing a Commercial Grade FEA Software

 

The input Data

The Output of Implementation using Python Software