SHAHgordi
Subscribe to our channel now to start your learning journey with SHAH!
We provide high-quality video content for juniors and seniors in engineering. Our academy offers a wide range of courses and tutorials designed to help you learn at your own pace and on your own schedule. For now, our content is only in English. However, we are trying to have the Finnish version as well. Other languages can be provided per request.
Directional Method for Dimensioning Fillet Weld | Eurocode 1993-1-8
How to calculate the stresses on the critical point of the weld?
How to calculate the centroid and other properties of the weld?
How the loads are transferred to the center of the fillet weld?
Fillet Weld Design | introduction to Eurocode
SDOF | Effect of Load Frequency on the System Response | Undamped Forced vibration
SDOF | Ansys Modeling | Example of Undamped Forced Vibration with Harmonic Loading
SDOF | Example of Undamped Forced Vibration | Harmonic Loading
SDOF | Undamped Forced Vibration | Harmonic Loading
SDOF | Ansys Modeling | Second Example of Free Damped Vibration
SDOF | Ansys Modeling | An Example of Free Damped Vibration
SDOF: An Example of Free Damped Vibration
SDOF: Damped Free Vibration. Underdamped systems.
SDOF: Damped Free Vibration. Overdamped and critical damped systems.
Ansys Modeling, SDOF: An Example of Free Undamped Vibration
SDOF: An Example of Free Undamped Vibration
SDOF: Undamped Free Vibration
Dynamics of Structures: Introduction and Basics
Inclined Beams RFEM Modeling and Comparison with Hand Calculations
Analysis of Inclined Beams Under Different Load Cases
Load Combinations From RFEM in Comparison with Hand calculation (Part3)
Favorable And Unfavorable Load Combination (Part2)
Favorable And Unfavorable Load Combination (Part1)
Load Combinations According to Eurocode
Lateral torsional Buckling: A Commonly Used Equation (Part 4)
Collapse Load of Indeterminate Beams RFEM Modeling (Part 3)
Collapse Load of Indeterminate Beams (Part 2)
Collapse Load of Indeterminate Beams (Part1)
Asymmetric Cross-Section: Neutral Axis (Part 3)
Principal Moment of Inertia: Asymmetric Cross-section (Part 2)