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DOB QP Analysis
Civil Engineering (CE)
Anna University
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ST5015 DESIGN OF BRIDGES UNIT 1 GENERAL INTRODUCTION AND SHORT SPAN RC BRIDGES Types of bridges and loading standards choice of type I.R specifications and for road bridges Design of RCC solid slat bridges analysis design of slab wherts, Tee beam and slab bridges. THEORY QUESTIONS: Types of bridges Dec 16, Dec12, Dec10, K Loading standards Dec2013, Dec 2012, J15, May2017, Dec2009, 3. Sequence in Planning to construct a new bridge. PROBLEMS J16,J17 D130 J15, Slab culvert 2 Design of RCC solid D16, slab bridges : Design Analysis J16, J17, Dec20K 2 Design of Tee beam method JISP, deck slab design 3. Design of Tee beam Guyon Massonet method Junely 4. Design of Tee beam Hendry Jaeger method PROCEDURE : S. method R. Guyon Massonet method K. Hendry Jaegar method IRC 6:2010 Load IRC 21: Stress values Prepared GOKUL Scanned with ST5015 DESIGN OF BRIDGES UNIT 1 GENERAL INTRODUCTION AND SHORT SPAN RC BRIDGES Types of bridges and loading standards choice of type I.R specifications and for road bridges Design of RCC solid slat bridges analysis design of slab wherts, Tee beam and slab bridges. THEORY QUESTIONS: Types of bridges Dec 16, Dec12, Dec10, K Loading standards Dec2013, Dec 2012, J15, May2017, Dec2009, 3. Sequence in Planning to construct a new bridge. PROBLEMS J16,J17 D130 J15, Slab culvert 2 Design of RCC solid D16, slab bridges : Design Analysis J16, J17, Dec20K 2 Design of Tee beam method JISP, deck slab design 3. Design of Tee beam Guyon Massonet method Junely 4. Design of Tee beam Hendry Jaeger method PROCEDURE : S. method R. Guyon Massonet method K. Hendry Jaegar method IRC 6:2010 Load IRC 21: Stress values Prepared GOKUL Scanned with UNIT 2 LONG SPAN RC BRIDGES Design principles of continuous girder bridges, box girder bridges, balanced cantilever bridger Arch bridges Box segmental bridges PROBLEMS 316(D), B15 9 1. Design of Masonry Arch bridge 2. Design of Box ulvert D1b,D10, 1 3 Design of Balanced Cantilacer bridge J17, D13, D12 T DORG 1 Types of continuous bridges Advantages, Disadvantages, Dec 12 1 2. Design procedure of continuous bridger. 3. Design principles for bon girder bridges DISD, UNIT 3 PRESTRESSED CONCRETE BRIDGES Flexural and torsional parameters theory Distribution coefficient exact analysis Design of girder section maximum and minimum prestnessing forces Eccentricity Like load and dead load shear forces Cable Zone in girder check for stresses at Various sections Check for diagonal tension Diaphragms End block short term and long term deflections. THEORY: 1. Explain in detail about theory (Dec 2016) 2. Various systems of prestressing the bridge gorders (Dec2010) (June )2 3 Explain and long term deflections in prestressed unerete bridges(Dec 2016) 4. Design requirements for prestressed conerete bridge as per IRC specification (Dec 2013)(2010) 5 Explain pretensioning post tensioning for Concrete bridges (June 12) AI QUAD CAMERA Shot G Scanned with UNIT 2 LONG SPAN RC BRIDGES Design principles of continuous girder bridges, box girder bridges, balanced cantilever bridger Arch bridges Box segmental bridges PROBLEMS 316(D), B15 9 1. Design of Masonry Arch bridge 2. Design of Box ulvert D1b,D10, 1 3 Design of Balanced Cantilacer bridge J17, D13, D12 T DORG 1 Types of continuous bridges Advantages, Disadvantages, Dec 12 1 2. Design procedure of continuous bridger. 3. Design principles for bon girder bridges DISD, UNIT 3 PRESTRESSED CONCRETE BRIDGES Flexural and torsional parameters theory Distribution coefficient exact analysis Design of girder section maximum and minimum prestnessing forces Eccentricity Like load and dead load shear forces Cable Zone in girder check for stresses at Various sections Check for diagonal tension Diaphragms End block short term and long term deflections. THEORY: 1. Explain in detail about theory (Dec 2016) 2. Various systems of prestressing the bridge gorders (Dec2010) (June )2 3 Explain and long term deflections in prestressed unerete bridges(Dec 2016) 4. Design requirements for prestressed conerete bridge as per IRC specification (Dec 2013)(2010) 5 Explain pretensioning post tensioning for Concrete bridges (June 12) AI QUAD CAMERA Shot G Scanned with Kerbs 600 mm wide on either side of road spacing of main girder 2m 2m you spacing of cross girder 4m Loading in IRC class AA tracked vehicle, Adopt M45 grade conerete and high tensile steel confirming IS 6006 and supplementary stresses are reinforment confirming Fe 415, HYSD bars, Permissible sperified in IRC : Lon ratio 0 Scanned with Kerbs 600 mm wide on either side of road spacing of main girder 2m 2m you spacing of cross girder 4m Loading in IRC class AA tracked vehicle, Adopt M45 grade conerete and high tensile steel confirming IS 6006 and supplementary stresses are reinforment confirming Fe 415, HYSD bars, Permissible sperified in IRC : Lon ratio 0 Scanned with 4 STEEL BRIDGES beams Shop loadings dynamic effect Railway culvert with and steel horifordal 2 General Plate girder Railway bridges Box gloder bridges Truss bridges Vertical I stiffeners. THORY 1 Classifications of steel bridges Dec 2016 2. 3. Dynamic Procedure effect for in design load of calculation lateral bearing and cross frames. June 2015 PROBLEMS 1 Design a plate girder for a broad gauge track. (Dec 2012) : 18m Span Top level of railway embankment : 115 m : 100 m Bed luce Ground level suitable for foundation : 98 m : 101. 5m stream bund top level 2. Design a Plate girder for the following data. (June 2015) 25 m Span Dead load of the track 7 Liveload (EUDL) for Bending Moment 1205 KN 1314 KN 3. Design Live a load deck (EUDL) type for welded shear force plate girder bridge to suit the following June 2016) data: 30m Effective span of the girder 7 kNm Dead load (open Floor) 2727 KN Equivalent total Like load for BM 2927 KN Equivalent total live load for shear 108 Top of rail leal 1:1 Side slopes of embankment 100 Foundation level 4m. width of abutment Scanned with 4 STEEL BRIDGES beams Shop loadings dynamic effect Railway culvert with and steel horifordal 2 General Plate girder Railway bridges Box gloder bridges Truss bridges Vertical I stiffeners. THORY 1 Classifications of steel bridges Dec 2016 2. 3. Dynamic Procedure effect for in design load of calculation lateral bearing and cross frames. June 2015 PROBLEMS 1 Design a plate girder for a broad gauge track. (Dec 2012) : 18m Span Top level of railway embankment : 115 m : 100 m Bed luce Ground level suitable for foundation : 98 m : 101. 5m stream bund top level 2. Design a Plate girder for the following data. (June 2015) 25 m Span Dead load of the track 7 Liveload (EUDL) for Bending Moment 1205 KN 1314 KN 3. Design Live a load deck (EUDL) type for welded shear force plate girder bridge to suit the following June 2016) data: 30m Effective span of the girder 7 kNm Dead load (open Floor) 2727 KN Equivalent total Like load for BM 2927 KN Equivalent total live load for shear 108 Top of rail leal 1:1 Side slopes of embankment 100 Foundation level 4m. width of abutment Scanned with UNIT 5 BEARINGS AND SUBSTRUCTURES different IN types of bearings Design of bearings Design of piers and abutments of different types Types of bridge foundation Design of foundation. G THERRY 1. Explain the types of bearings. 2016) ( (DEC June 2012) 2. Types of Abutments and piers (May 2016) (Dec2013) ( 4. Stability analysis of Abutments (D09,J17) 3. Types of foundations piers PROBLEMS PROCEDURES: 1 Problems on Steel Rocker bearing June 2017, Dec 2013, Dec 2010, Dec2009, Jukels, 2. Problems on Rocker and Roller bearing 3. Elastometric unseinforced pad bearing 4. Problems on reinforced concrete Rocker bearing 5. Elastometric pot bearing 6. Elastometric pad bearing June 2016 7 General Procedures for Piers and Abutments (June 2012), 8 Enumurate the procedures for the design of lateral bearings Cross frames 9. Explain the step step procedures of design of Abutments Dec 2016) 10 Problems to verify Hability of abutment bridge (Dec12) (Dec10) 11. Design of an isolated fooking (Dec 2016) Scanned with UNIT 5 BEARINGS AND SUBSTRUCTURES different IN types of bearings Design of bearings Design of piers and abutments of different types Types of bridge foundation Design of foundation. G THERRY 1. Explain the types of bearings. 2016) ( (DEC June 2012) 2. Types of Abutments and piers (May 2016) (Dec2013) ( 4. Stability analysis of Abutments (D09,J17) 3. Types of foundations piers PROBLEMS PROCEDURES: 1 Problems on Steel Rocker bearing June 2017, Dec 2013, Dec 2010, Dec2009, Jukels, 2. Problems on Rocker and Roller bearing 3. Elastometric unseinforced pad bearing 4. Problems on reinforced concrete Rocker bearing 5. Elastometric pot bearing 6. Elastometric pad bearing June 2016 7 General Procedures for Piers and Abutments (June 2012), 8 Enumurate the procedures for the design of lateral bearings Cross frames 9. Explain the step step procedures of design of Abutments Dec 2016) 10 Problems to verify Hability of abutment bridge (Dec12) (Dec10) 11. Design of an isolated fooking (Dec 2016) Scanned with
DOB QP Analysis
Course: Civil Engineering (CE)
University: Anna University
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