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Design of Steel Structures as per IS 800

Name: Design of Steel Structures as per IS 800
Rating: 4.2 (100 reviews)

Design of Connections, Tension, Compression and Flexural members

Created byPracticon Pte Ltd

Last updated 8/2021

English

What you'll learn

Structural steel members design as per IS 800 standards.
Application of IS800 code concepts
Design of tension members, compression members, laterally restrained and unrestrained beams, beam columns – members subjected to combined axial and
Steel Connection Design: Bolt Shear, Bolt Tension, Rupture, Block Shear

Course content

6 sections • 34 lectures • 7h 22m total length

Introduction to Steel Structures9:08
Explore how steel structures achieve stability, strength, and rigidity under tension, compression, bending, and shear, guided by is 800 design code and load calculations.
Introduction to Steel Structures Part 217:23

Introduction to Connection design10:20
Shear Capacity of Bolt5:17
Explore how codes estimate bolt shear and bearing capacity using conservative equations, then analyze member yielding and related capacities in connection design under IS 800 steel standards.
Bolt Tension Capacity5:26
determine bolt tension capacity per IS 800 using nominal capacity and bolt area, using the least diameter within the section to compute net area, and assess combined shear and tension.
Tension Capacity of the plate1:57
Determine the tension capacity of a plate connection using the net plate area (b minus bolt holes) and compare it with the member capacity, illustrated by bolt configurations.
Example 1 Bolted Connection19:22
Design a bolted connection per IS 800, evaluating bolt shear strength and bearing capacity of bolt and plate, computing minimum hole and pitch, and determining required bolts.
Example 2 Double Shear Bolted Connection11:59
Example 3 Shear and Tension Connection15:34
Evaluate the combined shear and tension at a bolt connection per IS 800, calculating bolt capacity from net area and grade 4.6, then verify six-bolt design capacity.
Gusset Plate Design-Roof Truss - Part 112:42
Examine gusset plate design for roof trusses under IS 800 by calculating bolt shear capacity and bearing capacity to determine required bolt quantities and plate performance.
Gusset Plate Design-Roof Truss - Part 216:05

Introduction to Tension Member Design11:29
Example 1 Gross and Net Area of Plate5:25
Example 2 Tension Capacity of Plate8:48
Example 3 Tension Capacity8:40
Example 4 Tension Capacity with Block Shear14:13
Compute block shear capacity for a steel member per IS 800 by identifying tension and shear areas, bolt hole geometry, and applying two equations to select the minimum capacity.
Example 5 Tension Capacity of Angle with Bolted connection15:15
Example 6 Tension Capacity with Block Shear of Angle with Bolted connection16:04
Example 7 Tension Capacity of Channel with Bolted connection18:57
Example 8 Tension Capacity with Block Shear of Angle with Bolted connection8:28
Example 9 Tension Capacity with Block Shear of Angle with Welded connection14:34
Example 10 Tension Capacity with Block Shear of Angle with Welded connection8:09

Introduction to Compression Members7:47
Example 1 I Section With Laterally Restrained13:59
Example 2 Column Design with K value13:11
Example 3 Compression Design Built up section17:22
Example 4 Single Angle Compression Member22:19
Selects a suitable single angle section, computes the required area, and verifies slenderness and capacity to satisfy a 250 kn load per IS 800.
Example 5 Double Angle Compression Member12:34
Calculate the design capacity of a double angle compression member under a 200 kN load, select a suitable section, and verify slenderness and buckling per IS 800 requirements.

Example 1 Combined Axial Force and Bending Moment 9.3.116:01
Learn how to design a beam-column under axial force and bending moment per IS 800, classify the section as semi-compact, and verify capacity via the elastic interaction equation.
Example 2 Combined Axial Force and Bending Moment 9.3.2.220:42
Demonstrate the combined axial force and bending check from IS 800 9.3.2.2 by calculating the slenderness lambda and buckling capacity, then perform the interaction check with moment amplification factors.

Requirements

Engineering and Diploma Students, Civil Engineers, Structural Engineers

Description

This course is designed to introduce Steel structural members design according to the limit states design as per IS800 standards. The basic principles of steel structural design are explained using typical example problems with figures, tables. The examples are illustrated with behavior and design of bolted connection, tension members, compression members, laterally restrained and unrestrained beams, beam columns – members subjected to combined axial and bending forces. Students are expected to obtain the knowledge on principles and design of steel structural elements by end of this course. A preliminary knowledge on structural analysis is required before going to this course.

The Major topics covered in this course is Bolt Shear, Bolt Tension, Rupture, Block Shear in Connection design, Net area, Tension Yield, Tension Rupture, Tension Block Shear in Tension design, Section classification, buckling curve, slenderness ratio in Compression design, Laterally restrained and Laterally unrestrained members in Beam design, finally combined forces like axial force with bending moment covered in Beam column design.

Contents:

Introduction to Steel Structures

Introduction to Steel sections, Section classifications and Steel material

Chapter 2: Steel Connection design

Introduction to connection design

Bolt Shear capacity

Bolt Tension Capacity

Rupture and Block shear calculations

Gusset Plate connection

Worked examples

Chapter 3: Tension member design

Introduction to Tension member design

Net area calculations

Tension Yield capacity calculations

Tension Rupture capacity calculations

Tension Block Shear capacity calculations

Worked examples

Chapter 4: Compression member design

Introduction to Compression member design

Worked examples

Chapter 5: Beam Design

Introduction to Beam design

Laterally Restrained Beam design

Laterally Unrestrained beam design

Worked examples

Chapter 6: Beam Column Design

Combined Axial Force and Bending moment 9.3.1

Combined Axial Force and Bending moment 9.3.2.2

Who this course is for:

Civil Engineers, Structural Engineers

Design of Steel Structures as per IS 800

What you'll learn

Explore related topics

Course content

Introduction to Steel Structures2 lectures • 27min

Design of Connection9 lectures • 1hr 39min

Design of Tension Member11 lectures • 2hr 10min

Design of Compression Member6 lectures • 1hr 27min

Design of Members Subjected to Bending4 lectures • 1hr 3min

Design of Members Subjected to Combine Forces2 lectures • 37min

Requirements

Description

Who this course is for: