Page 67 - B.E Civil Curriculum and Syllabus R2017 - REC

Department of Civil Engineering, REC

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.
TOTAL: 45 PERIODS + 30 TUTORIALS

OUTCOMES:
Upon completion of this course, the students will be able to
 Get familiarized with the structural properties of steel and IS code specifications.
 Design of joints using bolted and welded connections as per the IS code specifications.
 Design tension members and the necessary connections in tension members as per IS 800-2007.
 Design all the types of the compression members for the given loading as per the IS code.
 Design the beams and purlins as per IS code.

TEXT BOOKS:
1. Gambhir. M.L., "Fundamentals of Structural Steel Design", McGraw Hill Education India Pvt. Ltd.,
2013.
2. Sai Ram. K.S. - Design of Steel Structures - Dorling Kindersley (India) Pvt. Ltd., New Delhi, 2nd
Edition, 2015, www.pearsoned.co.in/kssairam
3. Shiyekar. M.R., "Limit State Design in Structural Steel", Prentice Hall of India Pvt. Ltd, Learning Pvt.
Ltd., 2nd Edition, 2013.
4. Subramanian.N, "Design of Steel Structures", Oxford University Press, New Delhi, 2013.
REFERENCES:
1. Narayanan.R.et.al. "Teaching Resource on Structural Steel Design", INSDAG, Ministry of Steel
Publications, 2002
2. Duggal. S.K, "Limit State Design of Steel Structures", Tata McGraw Hill Publishing Company, 2005
3. Bhavikatti.S.S, "Design of Steel Structures" By Limit State Method as per IS:800-2007, IK International
Publishing House Pvt. Ltd., 2009
4. Shah.V.L. and Veena Gore, "Limit State Design of Steel Structures", IS 800-2007, Structures
Publications, 2009.
5. IS800 :2007, General Construction in Steel - Code of Practice, (Third Revision), Bureau of Indian
Standards, New Delhi, 2007

CE17602 STRUCTURAL ANALYSIS II L T P C
2 2 0 3

OBJECTIVES:
 To help students analyze determinate beams and frames subjected to rolling loads for sketching
influence lines.
 To analyze indeterminate beams for plotting influence line diagram using Muller-Breslau principle.
 To analyze various structural forms of arches for different support conditions.
 To analyze suspension cables of various end conditions and space frames.
 To help students understand the concept of plastic analysis and application of the same to
indeterminate beams and frames.

UNIT I INFLUENCE LINES FOR DETERMINATE BEAMS 9+3
Influence lines for reactions in statically determinate beams – Influence lines for shear force and bending
moment – Calculation of critical stress resultants due to concentrated and distributed moving loads -
absolute maximum bending moment - influence lines for member forces in pin jointed frames.

Curriculum and Syllabus | B.E. Civil Engineering | R2017 Page 67