Staircase Detailer Deveoped by Engr. I. Opoli

 

Complete interface

Plan

First flight

Second flight

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

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

How to Handle Internodal Loads in a Finite Element Analysis

 

 

If the load profile, q(x) is constant, in the case = w, then the following obtains

Truss Analysis Application Using the Finite Element Method

 

Plain Interface before data input

Application Interface before implementation

Application interface after implementation

If you are interested, you can consult the developer, Engr. I. Opoli on 

+2348037093692

+2348109864920

You can also send your suggestions to the same contacts

Intelligent Slab Analysis and Design to BS 8110

 

Plain Interface

                                                           First Slab Analysis and Design

Second Slab Analysis and Design

If you are interested in this Intelligent Slab Analysis and Design to BS 8110, contact me on +234-8037093692, WhatsApp- +234-8109864920 or the comment section