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)

06:37

Lateral Load Path in Steel Building

07:38

Steel Pile Design of Steel Building/Frame

12:41

Concept of Plastic Section Modulus

07:58

Discussion on Floor Beam Design

11:52

Bracket Connection Design

08:10

Installation of Roof Truss

09:04

Moment Frame vs Braced Frame

13:34

Lateral Torsional Buckling II Pure Conceptual

10:33

What is Development Length & Why Development Length is Used? How Development Length is calculated?

09:32

What is Vertical and plan Bracing & Why they are Used? How they carry Load?

13:37

Loads : Need to be considered for Pipe Rack Design

08:42

Foundation Beam in Strip Footing vs Roof Beam

06:48

How Moment get Transferred in Splice ?

10:45

Sag Rod : What is Sag Rod and Why it is used in Purlin/Girt

06:48

Why Basic Shape of Truss is TRIANGULAR ?

11:26

The beauty of Roof Truss

09:40

Block Shear : Steel Connection Design

12:53

Local Axis and Global Axis of Structure : For Modelling in STAAD and RISA

09:20

Half Depth vs Full Depth Stiffener

10:30

Shear Tab Connection : Problems

09:09

Shear and Moment in Batten : Built Up Column

07:45

Beam vs. Truss

08:01

Problem with I-Section Column

08:29

Pinned Base vs Fixed base

08:02

Advantage of Box Section Over I section

08:51

Stiffener Effect on Base Plate : Understand Load Distribution

07:05

Torsion on Structure : Cause and Effect

04:19

Base Plate Stiffener : An Overview