CE-C602: Design and Drawing of Steel Structures Syllabus for CE 6th Sem 2018 Pattern Mumbai University

Design and Drawing of Steel Structures detailed syllabus scheme for Civil Engineering (CE), 2018 regulation has been taken from the University of Mumbai official website and presented for the Bachelor of Engineering students. For Course Code, Course Title, Test 1, Test 2, Avg, End Sem Exam, Team Work, Practical, Oral, Total, and other information, do visit full semester subjects post given below.

For all other Mumbai University Civil Engineering 6th Sem Syllabus 2018 Pattern, do visit CE 6th Sem 2018 Pattern Scheme. The detailed syllabus scheme for design and drawing of steel structures is as follows.

Design and Drawing of Steel Structures Syllabus for Civil Engineering TE 6th Sem 2018 Pattern Mumbai University

Design and Drawing of Steel Structures

Rationale

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Course Objectives:

To make students familiar with behavior of steel structure and their components under the action of various loads.
To train the students for effective use of IS codes, design tables and aids in analyzing and designing the steel structures by limit state method.
To equip students with aspects required for designing tension member, compression members and column bases.
To equip students with aspects required for designing beams and welded plate girder
To help students design connections in steel members
To aid students in designing steel trusses.

Module 1

Introduction 04 Types of steel structures, Properties of Structural Steel, Indian Standard Specifications and Sections, Design Requirements & Design Process, Advantages and limitations of WSM, Introduction to Limit State Design, partial safety factors for load and resistance, design load combinations, section classification such as plastic, compact, semi-compact and slender.

Module 2

Design of tension members 06 Introduction, types of tension members, net area calculation. Design strength due to yielding, rupture and block shear. Design of tension members with welded and bolted end connection using single angle section & double angle section.

Module 3

Module 4

Design of beams and welded plate girder 13

Design strength in bending, effective length, Lateral torsion buckling behavior of unrestrained beams, design of single rolled section with or without flange plates, design strength of laterally supported beams, low and high shear, design strength of laterally unsupported beams, web buckling, web crippling, shear lag effect and deflection. Design of angle section purlin.
Design of welded plate girder: proportioning of web and flanges, flange plate curtailment, stiffeners and connections

Module 5

Design of connections 07 Design of bolted and welded beam to beam and beam to column connections. Framed, stiffened and unstiffened seat, bracket connections.

Module 6

Design of truss 07 Design of determinate truss. Calculation of dead load, live load and wind load acting on truss. Load combinations and calculation of internal forces. Design and detailing of members. Support detailing.

Course Outcomes:

Theory examination:

Question paper will comprise of five questions. First question will carry 32 marks and remaining four will carry 16 marks each. The first question will be compulsory. From remaining four questions any three questions can be answered. Total four questions need be attempted.
The first question will be based on any one of design projects from following.
1. Design of Truss.
2. Design of flooring system.
The next four questions will be based on remaining modules of syllabus. The weightage of the marks shall be judiciously awarded in proportion to the importance of the module and number of hours allotted for the module. There can be an internal choice in various questions/ subquestions in order to accommodate the questions on all the topics/ sub-topics.
For each question, the drawings will carry 20% weight of respective question. Drawings of questions shall be drawn on half imperial drawing sheet during the examination. The drawings of remaining questions may be drawn on drawing sheet or answer book.
All relevant IS codes will be allowed during examination.

Oral Examination:

The oral examination shall be conducted in conjunction with the sketching examination and it will be based upon the entire syllabus and the term work consisting of the assignments, projects including drawing sheets.

Term Work:

The Term work shall consist of following:

Design Report including detail drawings on any of the two projects as listed below:
1. Design of truss (internal forces to be calculated by analytical method/graphical method/using any software)
2. Flooring system including beam, column, column base and connections.
3. Welded plate girder.The drawing should be drawn in pencil only on minimum of A-1(imperial) size drawing sheets.
Neatly drawn minimum 15 sketches showing structural detailing based on entire syllabus(in sketchbook).
Neatly written assignments covering the syllabus. (At least four problems on each modules and contents thereof)
One site visit report (The report should contain structural details with sketches).viz. Industrial structure, Railway Structures, Workshops etc.

Distribution of the Term Work Marks: The marks of the term work shall be judiciously awarded depending upon the quality of the term work. The final certification and acceptance of term work warrants the satisfactory and appropriate completion of the design report, drawing work and assignments and minimum passing marks obtained by student. The following weightage of marks shall be given for different components of the term work.

Design Report: 05 Marks
Drawing sheets: 10 marks
Assignments: 05 Marks
Attendance: 05 Marks

Further, while giving weightage of marks on the attendance, the following guidelines should be resorted to: 75%-80%: 03 marks; 81%-90%: 04 marks; 91%-100%: 05 marks

Recommended Books:

For detail syllabus of all other subjects of Civil Engineering (CE) 6th Sem 2018 regulation, visit CE 6th Sem Subjects syllabus for 2018 regulation.

InI MH