Footings are structural members that support columns and walls and transmit their loads to the soil in a way that does not exceed the soil's load bearing capacity or cause excessive settlement or rotation. There are two main types of isolated column footings: pad footings and sloped footings. The design process for isolated footings includes determining the size, net upward pressure, bending moment, depth, reinforcement, and load transfer requirements. The example provides specifications to design an isolated square footing to support a 400mm x 400mm column with an axial load of 800kn using M-20 concrete and Fe-250 steel, accounting for a soil bearing capacity of 120kn/m2.
Design of Reinforced Concrete Structure (IS 456:2000)MachenLink
This is the 1st Lecture Series on Design Reinforced Cement Concrete (IS 456 -2000).
In this video, you will learn about the objective of structural designing and then basic properties of concrete and steel.
Concrete properties like...
1. Grade of Concrete
2. Modulus of Elasticity
3. Characteristic Strength
4. Tensile Strength
5. Creep and Shrinkage
6. Durability
Reinforced Steel Properties....
1. Grade and types of steel
2. Yield Strength of Mild Steel and HYSD Bars
The document discusses properties and testing of concrete. It provides information on the constituents of concrete including cement, coarse aggregate, fine aggregate, and water. It also discusses properties of concrete and reinforcements, including their relatively high compressive strength and lower tensile strength. Various tests performed on concrete are mentioned, including tests on workability, compressive strength, flexural strength, and fresh/hardened concrete. Design philosophies for reinforced concrete include the working stress method, ultimate strength method, and limit state method.
This document discusses the design of biaxially loaded columns. It defines a biaxially loaded column as one where axial load acts with eccentricities about both principal axes, causing bending in two directions. Several methods for analyzing and designing biaxially loaded columns are presented, including the load contour method, reciprocal load method, strain compatibility method, and equivalent eccentricity method. An example problem demonstrates using the reciprocal load method to check the adequacy of a trial reinforced concrete column design subjected to biaxial bending.
This document describes cantilever retaining walls. It defines a retaining wall as a structure that maintains ground surfaces at different elevations on either side. Cantilever retaining walls consist of a stem supported by a base and resist lateral forces through bending. The document discusses the types of forces acting on retaining walls, methods for calculating lateral earth pressures, and design considerations for stability, soil pressure distribution, and reinforcement in the stem, toe slab, and heel slab.
This document discusses the design of combined footings. It defines a combined footing as one that supports two or more adjacent columns to provide uniform bearing pressure and minimize differential settlement. It describes the different types of combined footings based on connectivity (slab, slab-beam, strap-beam) and shape (rectangular, trapezoidal). The key steps of the design process are outlined, including determining the footing size based on load and soil capacity, performing structural analysis to calculate moments and shear, and designing the longitudinal, shear, and transverse reinforcement.
Compression members are structural members subjected to axial compression or compressive forces. Their design is governed by strength and buckling capacity. Columns can fail due to local buckling, squashing, overall flexural buckling, or torsional buckling. Built-up columns use components like lacings, battens, and cover plates to help distribute stress more evenly and increase buckling resistance compared to a single member. Buckling occurs when a straight compression member becomes unstable and bends under a critical load.
Lec09 Shear in RC Beams (Reinforced Concrete Design I & Prof. Abdelhamid Charif)Hossam Shafiq II
This document discusses shear in reinforced concrete beams. It covers shear stress and failure modes, shear strength provided by concrete and steel stirrups, design according to code provisions, and critical shear sections. Key points include: transverse loads induce shear stress perpendicular to bending stresses; shear failure is brittle and must be designed to exceed flexural strength; nominal shear strength comes from concrete and steel stirrups according to code equations; design requires checking section adequacy and providing minimum steel area and maximum stirrup spacing. Critical shear sections for design are located a distance d from supports.
Footings are structural members that support columns and walls and transmit their loads to the soil in a way that does not exceed the soil's load bearing capacity or cause excessive settlement or rotation. There are two main types of isolated column footings: pad footings and sloped footings. The design process for isolated footings includes determining the size, net upward pressure, bending moment, depth, reinforcement, and load transfer requirements. The example provides specifications to design an isolated square footing to support a 400mm x 400mm column with an axial load of 800kn using M-20 concrete and Fe-250 steel, accounting for a soil bearing capacity of 120kn/m2.
Design of Reinforced Concrete Structure (IS 456:2000)MachenLink
This is the 1st Lecture Series on Design Reinforced Cement Concrete (IS 456 -2000).
In this video, you will learn about the objective of structural designing and then basic properties of concrete and steel.
Concrete properties like...
1. Grade of Concrete
2. Modulus of Elasticity
3. Characteristic Strength
4. Tensile Strength
5. Creep and Shrinkage
6. Durability
Reinforced Steel Properties....
1. Grade and types of steel
2. Yield Strength of Mild Steel and HYSD Bars
The document discusses properties and testing of concrete. It provides information on the constituents of concrete including cement, coarse aggregate, fine aggregate, and water. It also discusses properties of concrete and reinforcements, including their relatively high compressive strength and lower tensile strength. Various tests performed on concrete are mentioned, including tests on workability, compressive strength, flexural strength, and fresh/hardened concrete. Design philosophies for reinforced concrete include the working stress method, ultimate strength method, and limit state method.
This document discusses the design of biaxially loaded columns. It defines a biaxially loaded column as one where axial load acts with eccentricities about both principal axes, causing bending in two directions. Several methods for analyzing and designing biaxially loaded columns are presented, including the load contour method, reciprocal load method, strain compatibility method, and equivalent eccentricity method. An example problem demonstrates using the reciprocal load method to check the adequacy of a trial reinforced concrete column design subjected to biaxial bending.
This document describes cantilever retaining walls. It defines a retaining wall as a structure that maintains ground surfaces at different elevations on either side. Cantilever retaining walls consist of a stem supported by a base and resist lateral forces through bending. The document discusses the types of forces acting on retaining walls, methods for calculating lateral earth pressures, and design considerations for stability, soil pressure distribution, and reinforcement in the stem, toe slab, and heel slab.
This document discusses the design of combined footings. It defines a combined footing as one that supports two or more adjacent columns to provide uniform bearing pressure and minimize differential settlement. It describes the different types of combined footings based on connectivity (slab, slab-beam, strap-beam) and shape (rectangular, trapezoidal). The key steps of the design process are outlined, including determining the footing size based on load and soil capacity, performing structural analysis to calculate moments and shear, and designing the longitudinal, shear, and transverse reinforcement.
Compression members are structural members subjected to axial compression or compressive forces. Their design is governed by strength and buckling capacity. Columns can fail due to local buckling, squashing, overall flexural buckling, or torsional buckling. Built-up columns use components like lacings, battens, and cover plates to help distribute stress more evenly and increase buckling resistance compared to a single member. Buckling occurs when a straight compression member becomes unstable and bends under a critical load.
Lec09 Shear in RC Beams (Reinforced Concrete Design I & Prof. Abdelhamid Charif)Hossam Shafiq II
This document discusses shear in reinforced concrete beams. It covers shear stress and failure modes, shear strength provided by concrete and steel stirrups, design according to code provisions, and critical shear sections. Key points include: transverse loads induce shear stress perpendicular to bending stresses; shear failure is brittle and must be designed to exceed flexural strength; nominal shear strength comes from concrete and steel stirrups according to code equations; design requires checking section adequacy and providing minimum steel area and maximum stirrup spacing. Critical shear sections for design are located a distance d from supports.
Footings are structural members that support columns and walls and transmit their loads to the soil. Different types of footings include wall footings, isolated/single footings, combined footings, cantilever/strap footings, continuous footings, rafted/mat foundations, and pile caps. Footings must be designed to safely carry and transmit loads to the soil while meeting code requirements regarding bearing capacity, settlement, reinforcement, and shear strength. A proper footing design involves determining loads, allowable soil pressure, reinforcement requirements, and assessing settlement.
This document discusses the design of two-way slabs. It defines a two-way slab as having a ratio of long to short spans of less than 2. The main types of two-way slabs described are flat slabs with drop panels, two-way slabs with beams, flat plates, and waffle slabs. The basic steps of two-way slab design are outlined, including choosing the slab type and thickness, the design method, calculating moments, determining reinforcement, and checking shear strength. Two common design methods are described: the direct design method which uses coefficients, and the equivalent frame method which analyzes frames cut between columns.
This document provides information on the structural design of a simply supported reinforced concrete beam. It includes:
- A list of students enrolled in an elementary structural design course.
- Equations and diagrams showing the forces and stresses in a reinforced concrete beam with a singly reinforced bottom section.
- Limits on the maximum depth of the neutral axis according to the grade of steel.
- Examples of analyzing the stresses and determining steel reinforcement for a given beam cross-section.
- A design example calculating the dimensions and steel reinforcement for a rectangular beam with a factored uniform load.
This document discusses bolted connections used in structural engineering. It begins by explaining why connection failures should be avoided, as they can lead to catastrophic structural failures. It then classifies bolted connections based on their method of fastening, rigidity, joint resistance, fabrication location, joint location, connection geometry, and type of force transferred. It describes different types of bolts and bolt tightening techniques used for friction grip connections. It discusses advantages and drawbacks of bolted connections compared to riveted or welded connections. The document provides detailed information on design and behavior of various bolted connections.
This document discusses soil mechanics concepts related to lateral earth pressure. It defines active and passive earth pressures and describes Rankine's theory and assumptions for calculating lateral pressures on retaining walls. Equations are provided for determining active and passive earth pressure coefficients and distributions for cohesionless and cohesive soils. The effects of groundwater, surcharges, and sloping backfills are also examined. Sample problems are included to calculate lateral earth pressures and forces on retaining walls for different soil and loading conditions.
1) The document discusses design considerations for columns according to ACI code, including requirements for different types of columns like tied, spirally reinforced, and composite columns.
2) It provides details on failure modes of tied and spiral columns and code requirements for minimum reinforcement ratios, number of bars, clear spacing, cover, and cross sectional dimensions.
3) Lateral reinforcement requirements are discussed, noting ties help restrain longitudinal bars from buckling while spirals provide additional confinement at ultimate load.
1. The nominal resisting moment of reinforced concrete beams with compression steel is calculated as the sum of two parts: the moment due to compression concrete and tensile steel, and the moment due to compression steel and tensile steel.
2. The strain in the compression steel is checked to determine if it has yielded, and then the compression stress is calculated.
3. The analysis procedure involves determining the neutral axis location, checking compression steel yield, and calculating section ductility and design moment strength.
This document discusses the working stress method for designing reinforced concrete structures. It defines key terms like neutral axis, lever arm, and moment of resistance. It describes the assumptions and steps of the working stress method, including designing for under-reinforced, balanced, and over-reinforced beam sections. The document also discusses limitations of the working stress method and introduces the limit state method as a more modern approach.
This document discusses shear wall analysis and design. It defines shear walls as structural elements used in buildings to resist lateral forces through cantilever action. The document classifies different types of shear walls and discusses their behavior under seismic loading. It outlines the steps for designing shear walls, including reviewing layout, analyzing structural systems, determining design forces, and detailing reinforcement. The document emphasizes the importance of properly locating shear walls in a building to resist seismic loads and minimize torsional effects.
This document discusses the slope-deflection method for analyzing beams and frames. It provides the theory and equations of the slope-deflection method. Examples are included to demonstrate how to use the method to determine support reactions, member end moments, and draw bending moment and shear force diagrams.
This document provides lecture notes on slope stability analysis. It begins with an introduction to slopes, defining slopes and discussing natural and man-made slope failures. It then discusses various methods of slope stability analysis, including infinite slope analysis for cohesionless, cohesive, and cohesive-frictional soils, considering factors like seepage. Finite slope analysis methods are also introduced, including total stress analysis for cohesive and c-φ soils. Key concepts covered include factor of safety, failure surfaces, driving and restoring moments. Factors affecting slope stability like rainfall, earthquakes, and tension cracks are also summarized.
Design of column base plates anchor boltKhaled Eid
This document discusses the design of column base plates and steel anchorage to concrete. It covers base plate materials and design for different load cases including axial, moment, and shear loads. It also discusses anchor rod types, materials, and design for tension and shear loading based on calculations of the steel and concrete breakout strengths according to building codes.
information on types of beams, different methods to calculate beam stress, design for shear, analysis for SRB flexure, design for flexure, Design procedure for doubly reinforced beam,
Rigid pavements are concrete slabs that distribute vehicle loads through beam action. They have high flexural strength and small deflections compared to flexible pavements. The presentation discusses the types of rigid pavements including jointed plain concrete, jointed reinforced concrete, and continuously reinforced concrete pavements. It also covers the design factors for rigid pavements such as traffic loading, subgrade strength, environmental conditions, and material properties. Rigid pavements are designed to last 30 years with minimal maintenance required over the design life.
Approximate analysis methods make simplifying assumptions to determine preliminary member forces and dimensions for indeterminate structures. Case 1 assumes diagonals cannot carry compression and shares shear between diagonals. Case 2 allows compression in diagonals. Portal and cantilever methods analyze frames by dividing into substructures at assumed hinge locations, solving each sequentially from top to bottom.
This document discusses the design of beams. It defines different types of beams like floor beams, girders, lintels, purlins, and rafters. It describes how beams are classified based on their support conditions as simply supported, cantilever, fixed, or continuous beams. Commonly used beam sections include universal beams, compound beams, and composite beams. The document also covers plastic analysis of beams, classification of beam sections, and failure modes of beams.
The document provides steps for designing different structural elements:
1. Design of a beam subjected to torsion including calculation of torsional and bending moments, determination of steel requirements, and detailing.
2. Design of continuous beams involving calculation of bending moments and shears, reinforcement sizing, shear design, deflection check, and detailing including curtailment.
3. Design of circular water tanks with both flexible base and rigid base using approximate and IS code methods. This includes sizing hoop and vertical tension reinforcement, sizing wall thickness, designing cantilever sections and base slabs, and providing detailing diagrams.
This document discusses the structural analysis and design of portal frames in single storey steel buildings. It covers topics such as global analysis including second order effects and imperfections, the design procedure of portal frames, and design of roof and vertical bracing. For global analysis, it describes methods for calculating alpha_cr to assess the influence of second order effects, and how to account for frame imperfections and joint stiffness. The design procedure section outlines different analysis and verification methods to use based on the value of alpha_cr, including considering global and local imperfections.
Footings are structural members that support columns and walls and transmit their loads to the soil. Different types of footings include wall footings, isolated/single footings, combined footings, cantilever/strap footings, continuous footings, rafted/mat foundations, and pile caps. Footings must be designed to safely carry and transmit loads to the soil while meeting code requirements regarding bearing capacity, settlement, reinforcement, and shear strength. A proper footing design involves determining loads, allowable soil pressure, reinforcement requirements, and assessing settlement.
This document discusses the design of two-way slabs. It defines a two-way slab as having a ratio of long to short spans of less than 2. The main types of two-way slabs described are flat slabs with drop panels, two-way slabs with beams, flat plates, and waffle slabs. The basic steps of two-way slab design are outlined, including choosing the slab type and thickness, the design method, calculating moments, determining reinforcement, and checking shear strength. Two common design methods are described: the direct design method which uses coefficients, and the equivalent frame method which analyzes frames cut between columns.
This document provides information on the structural design of a simply supported reinforced concrete beam. It includes:
- A list of students enrolled in an elementary structural design course.
- Equations and diagrams showing the forces and stresses in a reinforced concrete beam with a singly reinforced bottom section.
- Limits on the maximum depth of the neutral axis according to the grade of steel.
- Examples of analyzing the stresses and determining steel reinforcement for a given beam cross-section.
- A design example calculating the dimensions and steel reinforcement for a rectangular beam with a factored uniform load.
This document discusses bolted connections used in structural engineering. It begins by explaining why connection failures should be avoided, as they can lead to catastrophic structural failures. It then classifies bolted connections based on their method of fastening, rigidity, joint resistance, fabrication location, joint location, connection geometry, and type of force transferred. It describes different types of bolts and bolt tightening techniques used for friction grip connections. It discusses advantages and drawbacks of bolted connections compared to riveted or welded connections. The document provides detailed information on design and behavior of various bolted connections.
This document discusses soil mechanics concepts related to lateral earth pressure. It defines active and passive earth pressures and describes Rankine's theory and assumptions for calculating lateral pressures on retaining walls. Equations are provided for determining active and passive earth pressure coefficients and distributions for cohesionless and cohesive soils. The effects of groundwater, surcharges, and sloping backfills are also examined. Sample problems are included to calculate lateral earth pressures and forces on retaining walls for different soil and loading conditions.
1) The document discusses design considerations for columns according to ACI code, including requirements for different types of columns like tied, spirally reinforced, and composite columns.
2) It provides details on failure modes of tied and spiral columns and code requirements for minimum reinforcement ratios, number of bars, clear spacing, cover, and cross sectional dimensions.
3) Lateral reinforcement requirements are discussed, noting ties help restrain longitudinal bars from buckling while spirals provide additional confinement at ultimate load.
1. The nominal resisting moment of reinforced concrete beams with compression steel is calculated as the sum of two parts: the moment due to compression concrete and tensile steel, and the moment due to compression steel and tensile steel.
2. The strain in the compression steel is checked to determine if it has yielded, and then the compression stress is calculated.
3. The analysis procedure involves determining the neutral axis location, checking compression steel yield, and calculating section ductility and design moment strength.
This document discusses the working stress method for designing reinforced concrete structures. It defines key terms like neutral axis, lever arm, and moment of resistance. It describes the assumptions and steps of the working stress method, including designing for under-reinforced, balanced, and over-reinforced beam sections. The document also discusses limitations of the working stress method and introduces the limit state method as a more modern approach.
This document discusses shear wall analysis and design. It defines shear walls as structural elements used in buildings to resist lateral forces through cantilever action. The document classifies different types of shear walls and discusses their behavior under seismic loading. It outlines the steps for designing shear walls, including reviewing layout, analyzing structural systems, determining design forces, and detailing reinforcement. The document emphasizes the importance of properly locating shear walls in a building to resist seismic loads and minimize torsional effects.
This document discusses the slope-deflection method for analyzing beams and frames. It provides the theory and equations of the slope-deflection method. Examples are included to demonstrate how to use the method to determine support reactions, member end moments, and draw bending moment and shear force diagrams.
This document provides lecture notes on slope stability analysis. It begins with an introduction to slopes, defining slopes and discussing natural and man-made slope failures. It then discusses various methods of slope stability analysis, including infinite slope analysis for cohesionless, cohesive, and cohesive-frictional soils, considering factors like seepage. Finite slope analysis methods are also introduced, including total stress analysis for cohesive and c-φ soils. Key concepts covered include factor of safety, failure surfaces, driving and restoring moments. Factors affecting slope stability like rainfall, earthquakes, and tension cracks are also summarized.
Design of column base plates anchor boltKhaled Eid
This document discusses the design of column base plates and steel anchorage to concrete. It covers base plate materials and design for different load cases including axial, moment, and shear loads. It also discusses anchor rod types, materials, and design for tension and shear loading based on calculations of the steel and concrete breakout strengths according to building codes.
information on types of beams, different methods to calculate beam stress, design for shear, analysis for SRB flexure, design for flexure, Design procedure for doubly reinforced beam,
Rigid pavements are concrete slabs that distribute vehicle loads through beam action. They have high flexural strength and small deflections compared to flexible pavements. The presentation discusses the types of rigid pavements including jointed plain concrete, jointed reinforced concrete, and continuously reinforced concrete pavements. It also covers the design factors for rigid pavements such as traffic loading, subgrade strength, environmental conditions, and material properties. Rigid pavements are designed to last 30 years with minimal maintenance required over the design life.
Approximate analysis methods make simplifying assumptions to determine preliminary member forces and dimensions for indeterminate structures. Case 1 assumes diagonals cannot carry compression and shares shear between diagonals. Case 2 allows compression in diagonals. Portal and cantilever methods analyze frames by dividing into substructures at assumed hinge locations, solving each sequentially from top to bottom.
This document discusses the design of beams. It defines different types of beams like floor beams, girders, lintels, purlins, and rafters. It describes how beams are classified based on their support conditions as simply supported, cantilever, fixed, or continuous beams. Commonly used beam sections include universal beams, compound beams, and composite beams. The document also covers plastic analysis of beams, classification of beam sections, and failure modes of beams.
The document provides steps for designing different structural elements:
1. Design of a beam subjected to torsion including calculation of torsional and bending moments, determination of steel requirements, and detailing.
2. Design of continuous beams involving calculation of bending moments and shears, reinforcement sizing, shear design, deflection check, and detailing including curtailment.
3. Design of circular water tanks with both flexible base and rigid base using approximate and IS code methods. This includes sizing hoop and vertical tension reinforcement, sizing wall thickness, designing cantilever sections and base slabs, and providing detailing diagrams.
This document discusses the structural analysis and design of portal frames in single storey steel buildings. It covers topics such as global analysis including second order effects and imperfections, the design procedure of portal frames, and design of roof and vertical bracing. For global analysis, it describes methods for calculating alpha_cr to assess the influence of second order effects, and how to account for frame imperfections and joint stiffness. The design procedure section outlines different analysis and verification methods to use based on the value of alpha_cr, including considering global and local imperfections.
FINITE ELEMENT MODELING, ANALYSIS AND VALIDATION OF THE SHEAR CAPACITY OF RC ...Md. Shahadat Hossain
The document presents research on modeling and analyzing the shear capacity of reinforced concrete beams made with steel fiber reinforced concrete (SFRC). Finite element models were created in ANSYS for plain reinforced concrete beams and SFRC beams. The models were validated against experimental test results. The following were found:
1) Experimental testing showed that the shear strength of beams increased by about 25%, 29%, and 18% for SFRC with steel fibers having aspect ratios of 40, 60, and 80, respectively, compared to plain reinforced concrete beams.
2) Finite element models created in ANSYS using solid elements for the concrete and link elements for reinforcement correlated well with experimental load-deflection curves and failure modes.
3) The
Simplified design of reinforced concrete buildings Sarmed Shukur
This document provides an overview of a publication titled "Simplified Design of Reinforced Concrete Buildings" which outlines simplified design methods for reinforced concrete structures. The publication aims to reduce design time by providing timesaving procedures and aids for experienced designers. It focuses on conventional reinforced concrete buildings between 3-5 stories tall with typical framing systems. The document discusses loading calculations, frame analysis techniques using coefficients or analytical methods, and preliminary sizing of structural elements like floors, columns, shear walls and footings.
The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive function. Exercise causes chemical changes in the brain that may help protect against mental illness and improve symptoms.
This document discusses structural analysis methods for statically indeterminate structures. It defines key terms like degree of static indeterminacy, internal and external redundancy, and methods for analyzing indeterminate structures. Specific methods discussed include the flexibility matrix method, consistent deformation method, and unit load method. Examples of statically indeterminate beams and frames are also provided.
This document provides guidance on calculating shear force and bending moment diagrams (SFD and BMD) for beams under different loading conditions. It begins by explaining the process for a sample problem, which involves a beam with uniform and point loads. The key steps are to determine support reactions, divide the beam into sections, then calculate the SFD and BMD for each section. Linear variation indicates a straight line SFD, while parabolic variation means a curved BMD. Interpretations are provided for different loading types and the shapes of the resulting diagrams. References for further reading are listed at the end.
This document discusses various concepts related to structural analysis of arches:
1. An arch is a curved girder supported at its ends, allowing only vertical and horizontal displacements for arch action.
2. The general cable theorem relates the horizontal tension and vertical distance from any cable point to the cable chord moment.
3. Arches are classified based on support conditions (3, 2, or 1 hinged) or shape (curved, parabolic, elliptical, polygonal).
4. Horizontal thrust in arches reduces the bending moment and is calculated differently for various arch types (e.g. parabolic) and loading (e.g. UDL).
Shear Force Diagrams
Bending Moment Diagrams
Shear Force Diagrams Calculations
Bending Moment Diagrams Calculations
Moments Equation
Engineering Science
Udl
Uniformly Distributed Load
Point Load
Loaded Beam ( Udl and Point Load Combinations)
Reaction Support
Tables of BMD and SFD
Calculation of BMD (Area under the SFD Curve)
The document describes designing a simple beam using STAAD.Pro software. It involves generating the beam geometry, applying loads and supports, analyzing the beam, and designing the beam for concrete. Key steps include assigning the beam properties, applying a fixed support at one end and distributed and point loads, obtaining the loading diagram, shear force and bending moment diagrams, and running the concrete design. The output includes structural drawings, input files, concrete takeoff, and beam design details.
Lecture 9 shear force and bending moment in beamsDeepak Agarwal
The document discusses stresses in beams. It covers topics like shear force and bending moment diagrams, bending stresses, shear stresses, deflection, and torsion. Beams are structural members subjected to transverse forces that induce bending. Stresses and strains are created within beams when loaded. Shear forces and bending moments allow determining these internal stresses and maintaining equilibrium. Formulas are provided for calculating shear forces and bending moments in different beam configurations like cantilevers, simply supported beams, and beams with various load types.
The document discusses beams, which are horizontal structural members that support applied loads. It defines applied and reactive forces, and describes different types of supports including roller, hinge, and fixed supports. It then defines and describes different types of beams, including cantilever, simply supported, overhanging, fixed, and continuous beams. It also discusses types of loads, including concentrated and distributed loads, and how beams experience both bending and shear forces from loads.
This chapter discusses the analysis and design of beams, which are structural members that support loads applied at different points. Beams can be subjected to concentrated loads or distributed loads. Beams are classified based on their support conditions, with statically determinate beams having three unknowns and statically indeterminate beams having more than three unknowns. Shear and bending moment diagrams are constructed to determine the internal shear and moment forces in the beam resulting from the applied loads. The positive and negative directions of shear and bending moment are defined.
Every industry focus to build and improve the
chimney to create the eco-friend organization as well as to
satisfy the strict environmental board.
IS: 4998 criteria for design of reinforced concrete chimneys
is using working stress method for chimney designing.
There are some limitations of working stress method. Also
the designing is difficult involving lengthy, cumbersome
and iterative computational effort.
So we should recognize this problem and we should use
some time saving techniques like interaction envelopes to
optimize the structural design.
Chimneys with various heights from 65m to 280m are
analyzed and designed by working stress method and limit
state method for collapse and comparison of results are
discussed in this paper. Generation of interaction curves for
hollow circular section is also discussed in this paper.
This document provides definitions and explanations of key concepts in reinforced concrete design. It defines reinforced concrete as a composite material made of concrete and steel reinforcement. The purpose of reinforcement is to improve the tensile strength of concrete. The Limit State Method of design considers both the strength limit state and serviceability limit state, making it a more realistic and economical approach compared to other methods like Working Stress Method and Ultimate Load Method. Key factors of safety in the Limit State Method include partial factors for concrete γc = 1.5, and for steel γs = 1.15.
Lesson 04, shearing force and bending moment 01Msheer Bargaray
1) The document discusses shear forces and bending moments in beams subjected to different load types. It defines types of beams, supports, loads, and sign conventions for shear forces and bending moments.
2) Examples are provided to calculate shear forces and bending moments at different points along beams experiencing simple loading cases such as a uniformly distributed load on a cantilever beam.
3) Methods for determining the shear force and bending moment in an overhanging beam subjected to a uniform load and point load are demonstrated. Diagrams and free body diagrams are used to solve for the reactions and internal forces.
RECTANGULAR BEAM BY W.S.D SINGLE & DOUBLE REINFORCED STRUCTURESPavan Kumar
This document presents an overview of the working stress design (WSD) method for designing rectangular reinforced concrete beams. It defines singly and doubly reinforced beams, and explains that WSD is based on elastic theory, with concrete and steel assumed to respond elastically up to 50% of their compressive strength and yield strength, respectively. The key aspects of WSD covered include design conditions for cracked and uncracked sections, strain compatibility, and calculation of resisting moments for singly and doubly reinforced beams. Advantages of WSD include its compatibility with elastic analysis and familiarity to experienced engineers, while disadvantages are its inability to directly predict failure modes or compare to experimental collapse tests.
This document discusses prestressed concrete, including:
- The basic concepts of prestressing including using metal bands, pre-tensioned spokes, and introducing stresses to counteract external loads.
- Design concepts like losses in prestressing structures from elastic shortening, creep, shrinkage, relaxation, friction, and anchorage slip.
- Provisions for prestressing in the Indian Road Congress Bridge Code and Indian Standard Code.
- Construction aspects like casting of girders, post-tensioning work, and load testing of structures.
T-Beam Design by USD method-10.01.03.102Sadia Mitu
This document defines and describes T-beams, which are concrete beams with a flange formed by a monolithically cast slab. It provides definitions of T-beams, explaining that the slab acts as a compression flange while the web below resists shear and separates bending forces. The document outlines the ultimate strength design method and effective flange width concept used in T-beam analysis and design. It then presents the design procedure for T-beams, discussing analysis of positive and negative bending moments as well as singly and doubly reinforced beams. Advantages and disadvantages of T-beams are listed at the end.
The document summarizes key concepts about pre-stressed concrete design. It discusses the working stress design (WSD) method, which assumes linear stress-strain behavior and uses allowable stress levels. The document outlines WSD assumptions and procedures for analyzing rectangular beams, including transformed section properties and determining steel ratio effects. It also describes the internal couple method and use of double reinforcement when maximum moment exceeds allowable.
The document provides an overview of prestressed concrete structures including:
- Definitions of prestressing where internal stresses counteract external loads.
- The key terminology used including tendons, anchorage, pretensioning vs post-tensioning.
- The materials used including cement, concrete, and steel types.
- The stages of loading and advantages of prestressing over reinforced concrete.
- Details of pretensioning and post-tensioning systems including equipment, processes, and differences between the two methods.
Effect of creep on composite steel concrete sectionKamel Farid
Creep and Shrinkage are inelastic and time-varying strains.
For Steel-Concrete Composite beam creep and shrinkage are highly associated with concrete.
Simple approach depending on modular ratio has been adopted to compute the elastic section properties instead of the theoretically complex calculations of creep.
This document provides an introduction to prestressed concrete, including:
1. The basic principles of prestressing concrete by applying compressive stresses that counteract tensile stresses from loads. This allows for smaller, more durable structures.
2. The two main methods are pre-tensioning, where strands are stressed before casting, and post-tensioning, where strands are tensioned after casting through ducts.
3. Common uses include precast beams, slabs, piles, and tanks, as well as in-situ construction like balanced cantilevers and segmental bridges. Design must account for losses in prestress over time from shrinkage, creep, and relaxation.
This document provides an introduction to prestressed concrete, including:
1. The basic principles of prestressing concrete by applying compressive stresses that counteract tensile stresses from loads. This allows for smaller member sizes.
2. The main advantages are smaller sections, reduced deflections, increased spans, and improved durability due to reduced cracking.
3. The two main methods are pre-tensioning, where strands are stressed before casting, and post-tensioning, where strands are tensioned after casting through ducts.
4. Uses include precast beams, slabs, piles, tanks, and bridges constructed with either precast or post-tensioned segments.
Design of rectangular & t beam using usdTipu Sultan
1) The document discusses the design of T-beams and rectangular reinforced concrete beams. It provides definitions of beams, T-beams, and their key components.
2) Methods for calculating the effective flange width of T-beams and analyzing the strengths of T-beam sections are presented. Design equations are given for singly and doubly reinforced beam design.
3) The design process described includes determining steel reinforcement areas for the flange and web of T-beams to resist nominal bending moments, based on the effective flange width and strength calculations.
This document provides information on reinforced concrete design methods and concepts. It discusses the different types of loads considered in building design, the advantages of reinforced concrete, and disadvantages. It also covers working stress method assumptions, modular ratio definition, and limit state method advantages over other methods. Limit state is defined as a state of impending failure beyond which a structure can no longer function satisfactorily in terms of safety or serviceability.
Lec 4-flexural analysis and design of beamnsCivil Zone
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This document discusses the flexural behavior of reinforced concrete beams under service loads. It outlines key assumptions made in analyzing beam behavior, including that plane sections remain plane after bending, perfect bond exists between steel and concrete, and concrete is considered cracked and providing no tension resistance once cracks form. The general procedure for deriving flexural formulas is described in steps. Key formulas are presented for calculating flexural stress, shear stress, and moment capacity. Notation used in flexural analysis of beams is also defined.
Sheryar Bismil
Student of Mirpur University of Science & Technology(MUST).
Student of Final Year Civil Engineering Department Main campus Mirpur.
Here we Gonna to learn about the basic to depth wise study of Plan Reinforced Concrete-i.
From basis terminology to wide information about the analysis and design of Concrete member like column,Beam,Slab,etc.
The document discusses the behavior and analysis of reinforced concrete beams. It describes the three stages a beam undergoes when loaded: uncracked, cracked-elastic, and ultimate strength. The transformed area method is presented for calculating stresses in cracked beams. An example problem demonstrates using this method to find bending stresses in a beam section. The allowable resisting moment is also determined based on specified material stresses.
Lec03 Flexural Behavior of RC Beams (Reinforced Concrete Design I & Prof. Abd...Hossam Shafiq II
The document discusses the behavior and analysis of reinforced concrete beams. It describes three stages that beams undergo as loading increases: 1) the uncracked concrete stage, 2) the cracked-elastic stage, and 3) the ultimate strength stage. It also discusses assumptions made in flexural theory, stress-strain curves for concrete and steel, and methods for calculating stresses in uncracked and cracked beams using the transformed area method. Key points covered include cracking moment, modular ratio, and the three-step transformed area method for cracked sections.
Prestressed concrete is a combination of steel and concrete that uses compressive stresses applied during construction to oppose tensile stresses that occur in use. There are three main types: pre-tensioned concrete uses steel tendons tensioned before concrete is placed; bonded post-tensioned concrete uses unstressed steel placed then tensioned after curing; and unbonded post-tensioned concrete provides freedom of movement between steel and concrete. Pre-tensioned concrete requires molds that can resist internal forces and calculations to account for losses over time. Prestressed concrete provides benefits like reduced cracking and corrosion, higher strength, and more economical construction for bridges compared to steel.
1) Bond refers to the interaction between reinforcing steel and concrete that allows transfer of stress between the two materials. It ensures strain compatibility for composite action.
2) Bond is achieved through chemical adhesion, friction due to surface roughness, and mechanical interlock from ribs on deformed bars.
3) There are two types of bond - local or flexural bond stress which resists slip, and anchorage or development length bond which develops stress transfer near bar ends. Anchorage is typically provided using bends and hooks.
Introduction and methods of Prestressed ConcreteAthiqullakhan1
This document provides an overview of pre-stressed concrete, including:
1. It defines pre-stressed concrete as concrete in which internal stresses are introduced to counteract stresses from external loads.
2. It discusses the materials used - steel wires, strands, tendons, and cables - and whether they are bonded or unbonded.
3. It compares pre-stressed concrete and reinforced concrete, noting differences in stress levels, deflections, shear resistance, fatigue resistance, and economics.
Prestressed concrete is concrete in which internal stresses are introduced to counteract external loads. Tendons are stretched elements that impart prestress, and anchorage devices enable the tendons to impart and maintain prestress. There are two main methods - pretensioning, where tendons are tensioned before concrete is cast, and post-tensioning, where tendons are tensioned against hardened concrete. Prestressed concrete uses high-strength materials like cement, concrete, and steel tendons or strands to achieve its compressive strength and durability advantages over reinforced concrete.
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3. What is a Beam?
A Beam is any structural member which resists load mainly
by bending. Therefore it is also called flexural member. Beam
may be singly reinforced or doubly reinforced. When steel is
provided only in tensile zone (i.e. below neutral axis) is called
singly reinforced beam, but when steel is provided in
tension zone as well as compression zone is called doubly
reinforced beam.
4. Necessity of reinforcement in
beam:
Concrete is good in compression and bad in tension.
Tensile strength of concrete is about 1/10 of f’c.
longitudinal reinforcement is placed
closed to the bottom side of the beam
8. Working stress design method
(WSD)
This design concept is based on elastic theory, assuming a straight line
stress distribution along the depth of the concrete. Concrete response
elastically upto compressive strength not exceeding about ½ of its
strength, while steel remains elastic practically upto yield strength. So, in
practically, allowable stresses are set at about ½ the concrete compressive
strength and ½ the yield stress of steel.
The concrete remain elastic at ½×f’c which range to strain of about 0.0005
and the steel is elastic near to it’s yield point or strain of 0.002.
According to ACI code the value is equal to 0.45× f’c .
Assumptions:
1) Section remains plane
2) Stress proportioned to Strain
3) Concrete not take tension
4) No concrete-steel slip
9. Both of the material’s stress is proportional to strain
Fig: Concrete stress-strain curve
Fig: Steel stress-strain curve
10. Design Conditions:
1) Stress elastic and sections uncracked:
Tensile strength of concrete fct <Modulus of rupture fr
Compressive stress of concrete fc << ½ f’c
Tensile stress in steel fs < fy yield strength of steel
2) Stress elastic and section cracked:
Tensile strength of concrete fct > Modulus of rupture fr
Compressive stress of concrete fc < ½ f’c
Tensile stress in steel fs < fy yield strength of steel
15. Doubly reinforced beam :
If concrete section cannot develop the required compressive force to resist the
maximum bending moment then additional reinforcement is added in the
compression.
18. Advantages of Using WSD
method
Following are some advantages of Allowable stress design method
• Elastic analysis for loads become
compatible for design.
• Old famous books are according to this
method.
• Experienced engineers are used to this
method.
• In past it was the only method for design
purposes.
• This method is included in AISC-05
specifications as an alternate method.
19. Disadvantages of Using WSD
method
• Latest research and literature is very
limited.
• Same factor of safety is used for
different loads.
• Failure mode is not directly predicted.
• With some overloading, the material
stresses increase but do not go to
collapse.
• The failure mode can not be observed.
• The warning before failure cannot be
studied precisely.
• Results cannot be compared with
experimental tests up to collapse.