Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges

Slides:



Advertisements
Similar presentations
ODOT Structure Project Manager Training
Advertisements

Chapter-2 Parts of Steel Bridge.
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
Characteristics of Three Bridge Types
Chp12- Footings.
Reinforced Concrete Design-8
Elastic Stresses in Unshored Composite Section
Bridge Engineering (6) Superstructure – Concrete Bridges
By : Prof.Dr.\Nabil Mahmoud
SEMINAR IN ADVANCED STRUCTURE analysis and design of box culvert
ENG-1010 Lecture 16 Bridge Design.
Reinforced Concrete Flexural Members
Shear and Diagonal Tension
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
Chapter 34 Bridge Construction.
Structural Principles and Landscapes Over Structure GSD 6242 Ecologies, Techniques, Technologies IV Spring 2015Niall Kirkwood FASLA Alistair McIntosh FASLA.
Beams Extremely common structural element
Two-Span LRFD Design Example
COMPOSITE BEAMS-II ©Teaching Resource in Design of Steel Structures –
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
Torsion in Girders A2 A3 M u = w u l n 2 /24 M u = w u l n 2 /10M u = w u l n 2 /11 B2 B3 The beams framing into girder A2-A3 transfer a moment of w u.
UNIT-I STANDARD SPECIFICATION FOR ROAD BRIDGE
Shear - Tensile - Compression Stresses Slip Ted 126 Spring 2007.
Approximate Analysis of Statically Indeterminate Structures
CTC / MTC 222 Strength of Materials
Reinforced Concrete Design II
Bridge Structure Types and Components. BRIDGE STRUCTURE TYPES AND COMPONENTS TECHNICAL STANDARDS BRANCH INTRODUCTION TO BRIDGES TRANSPORTATION Slide 2.
Code Comparison between
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
SHEAR IN BEAMS. SHEAR IN BEAMS Introduction Loads applied to beams produce bending moments, shearing forces, as shown, and in some cases torques. Beams.
Chapter 6 Plate girder.
Bridge Building.
Bridging the Gap: Building Bridges 101, It Is Time to Get To Work
Plain & Reinforced Concrete-1 CE-313
BEAMS AND COLUMNS.
Bridge Engineering (5) Substructure – Abutments and Piers
Basic Structural Theory. BASIC STRUCTURAL THEORY TECHNICAL STANDARDS BRANCH INTRODUCTION TO BRIDGES TRANSPORTATION Slide 2 Beams Different member types.
BEAMS AND COLUMNS PRESENTED BY K.ROSHIN RUKSHANA.
TOPICS COVERED Building Configuration Response of Concrete Buildings
FOOTINGS. FOOTINGS Introduction Footings are structural elements that transmit column or wall loads to the underlying soil below the structure. Footings.
BRIDGES.
PROJECT REPORT DESIGN CONCEPTS OF BOW STRING GIRDER (40 M SPAN) OF ROAD OVERBRIDGE AND DESIGN OF SUB STRUCTURE FOR THE SAME.
7. APPROXIMATE ANALYSIS OF INDETERMINATE STRUCTURES
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
A swinging cable and wooden plank bridge in a New Zealand rain forest.
Structural Curriculum for Construction Management and Architecture Students 1 Prepared by: Ajay Shanker, Ph.D., P.E. Associate Professor Rinker School.
BEAMS: Beams are structural members that can carry transverse loads which produce bending moments & shear force. Girders: Main load carrying members into.
Practical Design of PT Buildings
Bridge Engineering (2) Bridge Forms 1. *Introduction 1.1 Beam bridges (Dongming YR Brdg)Dongming YR Brdg 1.2 Arch BridgesArch Bridges 1.3 Cable-supported.
1 George Washington Bridge 本章简要介绍索的特性和分析方法,主要包括索的特征、 索内力的变化、重力(竖向荷载作用下索的分析、广义索定 理以及确定索状拱的方法。与桁架相比,索只能承受轴向拉 力,内力单一,但必须形成一定的曲线才能承受不与索轴重 合的荷载,使其构成和分析独具特色。将索变形限定在较小.
STRUCTURAL ANALYSIS - I
Truss Roof By PATEL POOJA D.
Types of Bridges Source:
Chapter-2 Parts of Steel Bridge. contents Bearings Horizontal and transversal wind bracing Classification of bridges.
Engineering Terms Bridge Unit.
Structural Considerations for Bridges
Flat slab Structures VI.
UNIT-IV SHEAR,TORSION AND BOND.
By : Prof.Dr.\Nabil Mahmoud
SeminAR ON LINTELS --SANTHOSHKUMAR.M..,.
Chapter-2 Parts of Steel Bridges.
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
Arch205 Material and building construction 1 floor & Roof systems
Structure I Course Code: ARCH 208 Dr. Aeid A. Abdulrazeg
Technology and Engineering
ROOFS.
Engineering Technology Program
BUILDING CONSTRUCTION
Presentation transcript:

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges *Types of reinforced concrete bridges 1.1 Slab bridges; 1.2 Girder and slab (T-beam) bridge; 1.3 Hollow (box) girder bridges; 1.4 Balanced cantilever bridges; 1.5 Rigid frame bridge; 1.6 Arch bridges (bow string arch bridges); *T-beam Bridges 2.1 Most commonly adopted type in span range of 10—25 m; 2.2 The main longitudinal girders are T-beams integral with part of the deck slab monolithically cast with the girders. 2.3 Simply supported T-beam spans of over 25m are rare as the dead load then becomes too heavy .   1 Saturday, April 15, 2017 French. 1989. Introduction to soil mechanics and shallow foundations design, pp 2-3 Canadian Geotechnical Society: 1992. Canadian Foundation Engineering Manual (3rd Ed.)

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges 3. * Hollow Girder Bridges 3.1 Components: 3.1.1 the cantilever portion including the kerb; 3.1.2 the roadway slab; 3.1.3 the bottom slab; 3.1.4 the girder webs; and 3.1.5 the diaphragms. 3.2 Design of the hollow girder 3.2.1 very similar to that for a T-beam superstructure, except that the tensile bars are spread over a large area on the base slab;. 3.2.2 the webs of the girder are designed to carry the shear; 3.2.3 vertical stirrups can be provided to take care of the requirements for shear.   2 Saturday, April 15, 2017 Stirrup: A part or device shaped like an inverted U in which something is supported, held, or fixed. 箍筋用来支撑或固定象一个内弯U型的工具或部分

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges 3.  Hollow Girder Bridges 3.3 Features and usage: 3.3.1 economical in the span range of 25 to 30m; 3.3.2 the main feature: the additional torsional rigidity because of the closed box section and the convenience in varying the depth along the length; 3.3.3 particularly suited for grade separations, where the alignment of bridges are normally curved in plan 3.3.4 (of cells) rectangular or trapezoidal, the latter being used increasingly in prestressed concrete elevated roadways 3.3.5 multi-cellular in shape and in continuous and balanced cantilever types;   3 Saturday, April 15, 2017 Stirrup: A part or device shaped like an inverted U in which something is supported, held, or fixed. 箍筋用来支撑或固定象一个内弯U型的工具或部分

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges 4. * Balanced Cantilever Bridges A balanced cantilever: a combination of supported spans, cantilevers and suspended spans 4.1 Design 4.1.1 Articulation: the connection between the suspended span and the edge of the cantilever; 4.1.2 The expansion joint is filled with mastic filling at the wearing coat level with the other parts left open; 4.1.3 The cantilever span is usu. about 0.20 to 0.25 of the supported span; 4.1.4 The suspended span is designed as a simply supported span with supports at the articulations.   4 Saturday, April 15, 2017 Stirrup: A part or device shaped like an inverted U in which something is supported, held, or fixed. 箍筋; 用来支撑或固定象一个内弯U型的工具或部分

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges 4.1.5 Moment for the design of the main span: __ the maximum negative moment at the support would occur when the cantilever and suspended spans are subjected to full live load with no live load on the main span; __ the maximum positive moment at the mid-span would occur with full live load on the main span and no live load on the cantilever or suspended span. 4.1.6 The governing shears at the different sections are computed using influence lines; 4.1.7 The bearings at the piers will be alternatively of fixed and expansion types; 4.1.7 The cross section can be of T-beam or hollow girder type;   5 Saturday, April 15, 2017 Stirrup: A part or device shaped like an inverted U in which something is supported, held, or fixed. 箍筋; 用来支撑或固定象一个内弯U型的工具或部分

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges 4.1.8 the depth at support will be greater than at mid-span because the negative moments are usually larger than the positive moment; 4.1.9 The soffit can be a parabolic profile or two inclined with a central horizontal line. 4.2 Features and usages 4.2.1 minimized governing bending moments in continuous spans and hence the increased individual span lengths; 4.2.2 unyielding supports are required for continuous construction; 4.2.3 for medium spans in the range of about 35 to 60m;   6 Saturday, April 15, 2017 Stirrup: A part or device shaped like an inverted U in which something is supported, held, or fixed. 箍筋; 用来支撑或固定象一个内弯U型的工具或部分

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges 5. *Continuous Girder Bridges 5.1 This type, not connected monolithically to supports, is suitable when unyielding supports available. 5.2 The spans can be equal, but usually the end spans are about 16% to 20 % smaller than the intermediate spans. 5.3 The decking can be of slab, T-beam or box section. 5.4 The bending moments and shears are evaluated by using influence lines. 5.5 The negative bending moment at the support induces tension at the top. 5.6 The bending moment will in general be larger at the support than at mid-span. 5.7 A haunched profile or a curved soffit is normally used, to strengthen the section at the support with compression reinforcement besides provision of thickened webs and a cross beam.    7 Saturday, April 15, 2017 Stirrup: A part or device shaped like an inverted U in which something is supported, held, or fixed. 箍筋; 用来支撑或固定象一个内弯U型的工具或部分

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges 5.8 In the case of continuous slab bridges, the thickness of slabs at support will be approximately 1.3 to 1.8 times the minimum thickness at mid-span and the length of haunched portion will be about 0.20 to 0.25 of the span. 5.9 All but one of the bearings will be of the expansion type . 6. *Rigid Frame Bridges 6.1 Rigid frame bridges are structures consisting of a number of parallel girders (or slabs) rigidly connected to the supporting columns or piers. 6.2 Types of rigid frame bridges 6.2.1 single span openings as for bridges over railway tracks;   8 Saturday, April 15, 2017 Stirrup: A part or device shaped like an inverted U in which something is supported, held, or fixed. 箍筋; 用来支撑或固定象一个内弯U型的工具或部分

Bridge Engineering (7) Superstructure – Reinforced Concrete Bridges 6.2.2 a two-span bridge with the base of the column fixed (downward tapered column for a hinged base), and bridges with greater number of spans by adding the required number of intermediate columns; 6.2.3 a pleasing structure over restricted access highways expressways. 6.3 The decking and substructure are cast monolithically . 7. Arch Bridges Most pleasing appearance and aesthetic elegance 7.1 * Types of arches 7.1.1 the fixed arch; 7.1.2 the two-hinged arch: __ the bow-string arch bridge in which a tie member connecting the two ends of the arch carries the horizontal thrust from the arch and permits the reactions to be vertical as in the case of girder bridges 7.1.3 the three-hinged arch.   9 Saturday, April 15, 2017 Stirrup: A part or device shaped like an inverted U in which something is supported, held, or fixed. 箍筋; 用来支撑或固定象一个内弯U型的工具或部分