#1
September 2nd, 2015, 08:42 AM
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TE Civil Syllabus Solapur University
I am pursuing B.Tech Civil Engineering third semester in Solapur University and I have old syllabus and I heard from my friend that there are some changes in new syllabus so can you please provide me the new syllabus of B.Tech Civil Engineering third semester of this University?
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#2
October 30th, 2019, 07:50 AM
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Re: TE Civil Syllabus Solapur University
Can you provide me the syllabus of T.E. (Third Year of Engineering) (Civil Engineering) Program offered by Solapur University?
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#3
October 30th, 2019, 07:53 AM
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Re: TE Civil Syllabus Solapur University
The syllabus of T.E. (Third Year of Engineering) (Civil Engineering) Program offered by Solapur University is as follows: T.E. (CIVIL ENGINEERING) PART- I CV- 311 DESIGNS OF STEEL STRUCTURES SECTION I UNIT 1: Introduction to Design of Steel Structures (05) a) Advantages and disadvantages of steel structures, permissible stresses, factor of safety, methods of design, types of connections, various types of standard rolled sections, types of loads and load combination. b) Types of steel structures, grades of structural steel, relevant IS specifications such as IS: 800- 2007, IS: 808-1989, IS: 875 part I to III, SP: 6(1), SP: 6(6), IS: 4000-1992, codes for welded connections. c) Philosophy of limit state design for strength and serviceability, partial safety factor for load and resistance, various design load combinations, classification of cross section such as plastic, compact, semi-compact and slender. UNIT 2: Tension Members (06) Various cross sections such as solid threaded rod, cable and angle sections, net effective area of bar, angle, tees and flats, Limit strength due to yielding, rupture and block shear, Load carrying capacity, Design of tension member, connections of member with gusset plate by bolts and welds, Design of tension splice. UNIT 3: Compression Members-Struts (05) Common sections used in trusses, buckling classification as per geometry of cross section, buckling curves, effective length and slenderness ratio, permissible stresses, Load carrying capacity, design of struts, connections of members with gusset plate by bolts and welds. UNIT 4: Columns (06) Simple and built up section, Design of built-up column, lacing and battening, connection of lacing/battening with main components by bolts and welds, column subjected to axial force and bending moment, column splices, design of eccentrically loaded column subjected to uniaxial bending (check for section strength only), design of beam to column connections using bolt / weld. Syllabus T.E. (Civil Engineering) by Solapur University |
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