The Correct Method of Presenting the Equivalent Fixed Forces for Finite Element Analysis by Engr. I. Opoli

The Correct Method (Stress_Free)

Error and Mistakes-Prone Method

If interested contact the developer at +2348037093692

+2348109864920

If you are interested in the training we are organizing, you can also contact the above

Helical Staircase Analysis Application by Engr. I. Opoli

Before Implementation

After Implementation

If interested contact the developer at +2348037093692

+2348109864920

If you are interested in the training we are organizing, you can also contact the above

 

Continuous Beam Analysis Application By Engr. I. Opoli

 Before Implementation

After Implementation

If interested contact the developer at +2348037093692

+2348109864920

If you are interested in the training we are organizing, you can also contact the above

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