CE8601 DSSE Syllabus, DESIGN OF STEEL STRUCTURAL ELEMENTS Syllabus – CIVIL 6th Sem

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CE8601 DSSE Syllabus

Anna University Regulation 2017 CIVIL CE8601 DSSE Syllabus for all 5 units are provided below. Download link for CIVIL 6th Sem CE8601 DESIGN OF STEEL STRUCTURAL ELEMENTS Engineering Syllabus is listed down for students to make Perfect utilization and score maximum marks with our study materials.

Anna University Regulation 2017 CIVIL Engineering (CIVIL) 6th Sem CE8601 DESIGN OF STEEL STRUCTURAL ELEMENTS Engineering Syllabus

CE8601 DESIGN OF STEEL STRUCTURAL ELEMENTS 
OBJECTIVE:
 To introduce the students to limit state design of structural steel members subjected to compressive, tensile and bending loads, including connections. Design of structural systems such as roof trusses, gantry girders as per provisions of current code (IS 800 –
2007) of practice for working stress and Limit state Method.
UNIT I INTRODUCTION AND ALLOWABLE STRESS DESIGN
Structural steel types – Mechanical Properties of structural steel- Indian structural steel products- Steps involved in the Deign Process -Steel Structural systems and their Elements- -Type of Loads on Structures and Load combinations- Code of practices, Loading standards and Specifications – Concept of Allowable Stress Method, and Limit State Design Methods for Steel structures-Relative
advantages and Limitations-Strengths and Serviceability Limit states. Allowable stresses as per IS 800 section 11 -Concepts of Allowable stress design for bending and Shear –Check for Elastic deflection-Calculation of moment carrying capacity –Design of Laterally supported Solid Hot Rolled section beams-Allowable stress deign of Angle Tension and Compression Members and estimation of axial load carrying capacity.
UNIT II CONNECTIONS IN STEEL STRUCTURES 
Type of Fasteners- Bolts Pins and welds- Types of simple bolted and welded connections Relative advantages and Limitations-Modes of failure-the concept of Shear lag-efficiency of joints- Axially loaded bolted connections for Plates and Angle Members using bearing type bolts –Prying forces and Hanger connection– Design of Slip critical connections with High strength Friction Grip bolts.-
Design of joints for combined shear and Tension- Eccentrically Loaded Bolted Bracket Connections- Welds-symbols and specifications- Effective area of welds-Fillet and but Welded connections-Axially Loaded connections for Plate and angle truss members and Eccentrically Loaded bracket connections.
UNIT III TENSION MEMBERS 
Tension Members – Types of Tension members and sections –Behaviour of Tension Members modes of failure-Slenderness ratio- Net area – Net effective sections for Plates ,Angles and Tee in tension –Concepts of Shear Lag- Design of plate and angle tension members-design of built up tension Members-Connections in tension members – Use of lug angles – Design of tension splice.
UNIT IV COMPRESSION MEMBERS 
Types of compression members and sections–Behaviour and types of failures-Short and slender columns- Current code provisions for compression members- Effective Length, Slenderness ratio –Column formula and column curves- Design of single section and compound Angles-Axially Loaded solid section Columns- Design of Built up Laced and Battened type columns – Design of
column bases – Plate and Gusseted bases for Axially loaded colums- Splices for colums.

UNIT V DESIGN OF FLEXURAL MEMBERS
Types of steel Beam sections- Behaviour of Beams in flexure- Codal Provisions – Classification of cross sections- Flexural Strength and Lateral stability of Beams –Shear Strength-Web Buckling, Crippling and defection of Beams- Design of laterally supported Beams- Design of solid rolled section Beams- Design of Plated beams with cover plates – Design Strength of Laterally unsupported Beams – Design of laterally unsupported rolled section Beams- Purlin in Roof Trusses-Design of Channel and I section Purlins.

OUTCOMES:
Students will be able to
 Understand the concepts of various design philosophies
 Design common bolted and welded connections for steel structures
 Design tension members and understand the effect of shear lag.
 Understand the design concept of axially loaded columns and column base connections.
 Understand specific problems related to the design of laterally restrained and unrestrained
steel beams.
TEXTBOOKS:
1. Subramanian.N, “Design of Steel Structures”, Oxford University Press, New Delhi, 2013.
2. Gambhir. M.L., “Fundamentals of Structural Steel Design”, McGraw Hill Education India Pvt. Ltd., 2013
3. Duggal. S.K, “Limit State Design of Steel Structures”, Tata McGraw Hill Publishing Company, 2005

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