13:23

Eccentric Bolted Connection -Part 2

11:42

Tensile Capacity Of Bolt

14:06

Eccentric Bolted Connection -Part 1

06:05

Bolted Connection - Part 4

21:15

Bolted Connection - Part 3

10:45

Bolted Connection - Part 2

21:26

Bolted Connection - Part 1

09:41

Type of Bolt

20:21

Principles of Limit State Design

09:30

Design Philosophy

07:00

Bundle Pull Out Load

18:30

Wind Load Calculation

12:55

Dead Load and Live Load

08:28

Special Consideration in Steel Design

14:51

Type Of Steel Structure

15:50

Barge Analysys of Pipe Rack Module

07:41

Minimum Plan Bracing in Pipe Rack

06:09

Why Column Buckle: As per Euler

13:03

Undamped Oscillation with Solution

06:42

Portal Bracing: How to Arrange

08:58

How to Develop a Column Base

13:18

How to Find natural Frequency of Structure

09:06

Working Stress Method Vs. Limit State Method (ASD vs LRFD)

07:45

How to Find Nature of Force in Truss

12:49

Beam Bracing System

10:14

Doubler Plate : The Basics

08:36

Difference between Shear connection and Moment Connection

09:04

Different Type Steel connection

08:47

Use of Shear Key II Single & Double

14:03

Why Seated Connection is NOT Moment Connection ?

06:31

This is why RHS /Hollow Tube is used for Torsion

04:56

This is how you can identify Shear Splice and Moment Splice

07:54

Remember This for During Foundation Design

09:27

This is why prefer X bracing over Chevron Bracing

08:10

P-Delta effect on Structure

12:17

How to select Roof Truss

10:38

Anchor Bolt Design for Vertical Vessel

08:50

Prying Action in Connection

10:56

Anatomy of a Structure (Basics Matter)

09:21

Forces in Piles in Pipe Rack

12:48

Shear Lag

10:11

How Pinned Base Portal Transfer Moment to Base

11:51

Exchanger Building Forces You need to know

07:35

This is the way to Transfer Force in these Two Connection

10:39

This way You can use Moment of Inertia in Structural Design

03:49

This is the way to Find nature of Force in Bracing

09:08

These are the way to Prevent Bracing Failure

08:17

These are the Anchor Bolt Failure Mode

10:31

Pile Cap Design :Truss Analogy vs Bending Theory

09:40

Transportation Analysis of Pipe Rack module

09:21

Moment Transfer through Column Base

13:40

Stepped Column Design

11:48

Strip Foundation (Only for Beginner )

09:16

Zero Force Member : Really ZERO ??

09:32

Stiffened vs. Unstiffened End Plate Moment Connection

08:55

Making Rigid Structure

05:43

Reliability of Software in Engineering

07:14

Roof WITHOUT Plan Bracing

03:19

Membership Detail

12:11

Forces in Bolt Group (Shear, Moment and Bracket Connection)