UPSC Engineering Syllabus & Exam Pattern 2013- Civil,Mechanical,Electrical,Electronics
UPSC Engineering Syllabus & Exam Pattern 2013- Civil,Mechanical,Electrical
Union Public Service Commission has started online registration process for UPSC Engineering Examination,2013. This exam would be conducted sometime in the year 2013. Candidates can get details about UPSC Engineering Services Exam and its Advertisement here. We have included UPSC Engineering Syllabus here..You can check out below.
In this post, we would talk about the Civil Engineering Syllabus & Exam Pattern 2013. This post has been specifically written to assist candidates with valuable exam resources to make them prepare better .Best of luck!
UPSC Engineering Exam Pattern 2013
CIVIL ENGINEERING
Subject Duration – Maximum Marks
Section I- Objective Papers
General Ability Test 2 hrs. 200
(Part A: General English)
(Part B: General Studies)
Civil Engineering – 2 hrs. 200
Paper I
Civil Engineering – 2 hrs. 200
Paper II
Section II- Conventional Papers
Civil Engineering 3 hrs. 200
Paper I
Civil Engineering – 3 hrs. 200
Paper II
TOTAL 1000
(For both objective and conventional type papers)
MECHANICAL ENGINEERING
Subject Duration Maximum Marks
Section I- Objective PapersGeneral Ability Test 2 hrs. 200
(Part A: General English)
(Part B: General Studies)
Mechanical
Engineering – 2 hrs. 200
Paper I
Mechanical
Engineering – 2 hrs. 200
Paper II
Section II- Conventional Papers
Mechanical
Engineering – 3 hrs. 200
Paper I
Mechanical
Engineering – 3 hrs. 200
Paper II
TOTAL 1000
CATEGORY III
ELECTRICAL ENGINEERING
Subject Duration Maximum Marks
Section I- Objective Papers
General Ability Test 2 hrs. 200
(Part A: General English)
(Part B: General Studies)
Electrical Engineering
Paper I 2 hrs. 200
Electrical Engineering
– Paper II 2 hrs. 200
Section II- Conventional Papers
Electrical Engineering
– Paper I 3 hrs. 200
Electrical Engineering
– Paper II 3 hrs. 200
TOTAL 1000
CATEGORY IV
ELECTRONICS AND TELECOMMUNICATION ENGINEERING
Subject Duration Maximum Marks
Section I- Objective PapersGeneral Ability Test 2 hrs. 200
(Part A: General English)
(Part B: General Studies)
Electronics & Telecommunication
Engineering – 2 hrs. 200
Paper I
Electronics & Telecommunication
Engineering – 2 hrs. 200
Paper II
Section II- Conventional Papers
Electronics & Telecommunication
Engineering – 3 hrs. 200 -Paper I
Electronics & Telecommunication
Engineering – 3 hrs. 200- Paper II
Total= 1000
UPSC Engineer Syllabus 2013
Civil Engineering
PAPER-I
1. BUILDING MATERIALS
Timber : Different types and species of structural timber, density-moisture relationship, strength in different directions,defects, influence of defects on permissi-ble stress, preservation, dry and wet rots,codal provisions for design, plywood.
Bricks : Types, Indian Standard classifi-cation, absorption, saturation factor,strength in masonry, influence of morterstrength on masonry strength.
Cement : Compounds of, different types,etting times, strength. Cement Mortar :Ingredients, proportions, water demand,mortars for plastering and masonry.
Concrete : Importance of W/C Ratio,Strength, ingredients including admix-tures, worksability, testing for strength,
elasticity, non-destructive testing, mix design methods.
2. SOLID MECHANICS
Elastic constants, stress, plane stress,Mohr’s circle of stress, strains, plane strain,Mohr’s circle of strain, combined stress;Elastic theories of failure; Simple bending,shear; Torsion of circular and rectangularsections and simple members.
3. STRUCTURAL ANALYSIS
Analysis of determinate structures – differ-ent methods including graphical methods.Analysis of indeterminate skeletal frames- moment distribution, slopedeflection,stiffness and force methods, energy meth-ods, Muller-Breslau principle and applica-tion. Plastic analysis of indeterminate beams and simple frames – shape factors.
4. DESIGN OF STEEL STRUCTURES
Principles of working stress method. Designof connections, simple members, Built-upsections and frames, Design of Industrialroofs. Principles of ultimate load design.Design of simple members and frames.
5. DESIGN OF CONCRETE AND MASONRY STRUCTURES
Limit state design for bending, shear, axial compression and combined forces. Codal provisions for slabs, beams, walls and footings. Working stress method of design of R.C. members.Principles of prestressed concrete design,
materials, methods of prestress…
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