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Engineer- GATE Exam Academy Offshore
United Arab Emirates
เข้าร่วมเมื่อ 15 ส.ค. 2021
Structural Engineer - Physical Concepts # Basics #
To train structural engineers in STADD Pro
And FEM jobs
And basic GATE exams preparations
Theory and Software Training and discussion about the subject
To help get the right understanding about the behavior of structures when subjected to different kinds of loadings
Mastering the basic principles of structural analysis and design would help growth in career
Graduate engineering students can get more understanding about the requirements of industry
To train structural engineers in STADD Pro
And FEM jobs
And basic GATE exams preparations
Theory and Software Training and discussion about the subject
To help get the right understanding about the behavior of structures when subjected to different kinds of loadings
Mastering the basic principles of structural analysis and design would help growth in career
Graduate engineering students can get more understanding about the requirements of industry
PM spectra and JONSWAP spectra differences basics - ocean waves
PM spectra and JONSWAP spectra differences basics
Ocean waves
Ocean waves
มุมมอง: 4
วีดีโอ
Uniaxial stress , strain and strain energy and poisson ratio
มุมมอง 29วันที่ผ่านมา
Uniaxial stress , strain and strain energy and poisson ratio
Critical buckling load for simply supported plates
มุมมอง 11วันที่ผ่านมา
Critical buckling load for simply supported plates
CPT AND PCPT - CONE PENETRATION TEST OFFSHORE GEOTECHNICAL
มุมมอง 2114 วันที่ผ่านมา
CPT AND PCPT - CONE PENETRATION TEST OFFSHORE GEOTECHNICAL
The difference between a mode shape and a normalized mode
มุมมอง 2814 วันที่ผ่านมา
The difference between a mode shape and a normalized mode shape primarily relates to their scaling and interpretation in dynamic analysis.
Mode shapes physical meaning and worked out VBA code and example
มุมมอง 814 วันที่ผ่านมา
Mode shapes physical meaning and worked out VBA code and example
Mass participation factor in dynamic analysis with numerical example
มุมมอง 3514 วันที่ผ่านมา
Dynamic Response: A higher mass participation factor indicates that a significant portion of the structure's mass is contributing to that mode of vibration. This means that mode is more likely to influence the dynamic response of the structure. Seismic Design: In earthquake engineering, understanding which modes contribute most to the response can help engineers design more effective and resili...
Dynamic Analysis
มุมมอง 2114 วันที่ผ่านมา
Dynamic Loading: Structures must be designed to withstand loads that vary with time. This includes: Transient Loads: Sudden impacts or shocks (e.g., a vehicle hitting a bridge). Periodic Loads: Repeating forces (e.g., wind pressure). Random Loads: Unpredictable forces (e.g., earthquakes). Dynamic Response: How a structure reacts to dynamic loads is assessed through: Natural Frequencies: Each st...
POST WELD HEAT TREATMENT - GENERAL INSIGHTS
มุมมอง 2721 วันที่ผ่านมา
POST WELD HEAT TREATMENT - GENERAL INSIGHTS
Structural analysis of cantilever beam frame in STAAD Pro
มุมมอง 249 หลายเดือนก่อน
Structural analysis of cantilever beam frame in STAAD Pro
Transportation Analysis - Tow Module in SACS software
มุมมอง 2639 หลายเดือนก่อน
Transportation Analysis - Tow Module in SACS software
Determining Inertia Forces in Transportation Analysis
มุมมอง 3110 หลายเดือนก่อน
Determining Inertia Forces in Transportation Analysis
Moment distribution method of structural analysis- concepts - GATE Exam
มุมมอง 3211 หลายเดือนก่อน
Moment distribution method of structural analysis- concepts - GATE Exam
Moment distribution concepts - STAAD Pro - Gate Exam concepts
มุมมอง 1511 หลายเดือนก่อน
Moment distribution concepts - STAAD Pro - Gate Exam concepts
Elasto plastic Flexural buckling analysis - SACS software
มุมมอง 2611 หลายเดือนก่อน
Elasto plastic Flexural buckling analysis - SACS software
Moment Distribution Concepts and carryover factor
มุมมอง 1811 หลายเดือนก่อน
Moment Distribution Concepts and carryover factor
Installation of Piles in Marine and Offshore Structures
มุมมอง 1611 หลายเดือนก่อน
Installation of Piles in Marine and Offshore Structures
Dropped Object Analysis Dynamic using SACS software
มุมมอง 11411 หลายเดือนก่อน
Dropped Object Analysis Dynamic using SACS software
Slope deflection variation in simply supported beam
มุมมอง 1211 หลายเดือนก่อน
Slope deflection variation in simply supported beam
Relation between slope and deflection and radius of curvature
มุมมอง 14711 หลายเดือนก่อน
Relation between slope and deflection and radius of curvature
Structural Qualitative Analysis Fixed Beam and Propped Cantilever- GATE exam Questions
มุมมอง 1611 หลายเดือนก่อน
Structural Qualitative Analysis Fixed Beam and Propped Cantilever- GATE exam Questions
Can i have the pdf ?
nice
When the force RF passes through C, the resultant force in CEF will not be zero as there is another force W
what a dangerous voice
Sir why notch is made. Why not without notch
Thanks for the video, but the audio quality is very bad.
They sure deserve every penny they make.
Where exactly is the 12 inches in pad eye drawing?The center of pin hole to pad eye base or the center of pin hole to pad eye stiffener?
Hi, I have some doubt, in calculation of bending moment (5%) 12 inches is what distance?
It’s to calculate the out of plane bending moment ,
What weld size do I use to attach lifting lug to a hard point on the deck?
U need to determine based on the lifting sling loads
🤣😂 talk about lack of serviceability
Waste of money. Problems already with them on land. Why?
Is it not an investment for renewable?
Segall population control 😂
We need green renewables electricity for homes 🏡
Sir These lectures what you are explaining is much much better than IIT lecture Thank you sir for explaining so easily about the concepts Great sir ❤
Promo-SM 🙃
S
Could you please share with us the reference that you used when you were making this video?
Columns
Total moment of all forces must be zero about any point in the plane - For equilibrium
Splice requirements for SAW Tubular members in offshore structures- API Spec 2B
Displacement avg is 4 not 8
There is some mistake in explanation of this qualitative analysis and that is the one I request viewers to find out and comment Let’s see any one could identify that mistakes and then I will correct it.
What is it