This document provides details on the design of staircases, including:
1. It describes the typical components of a staircase like flights, landings, risers, treads, nosings, waist slabs, and soffits.
2. It discusses different types of staircases like straight, quarter turn, dog-legged, open well, spiral and helicoidal.
3. It classifies staircases structurally into those with stair slabs spanning transversely or longitudinally and provides examples of each type.
4. It provides an example calculation for the design of a waist slab spanning longitudinally, including loading, bending moment calculation, reinforcement design and checks.
Shoring is the construction of a temporary structure to support an unsafe or unstable structure. There are three main types of shoring: raking shores, flying shores, and dead shores. Raking shores use inclined members called rakers to provide lateral support to walls. Flying shores provide temporary support between party walls when an intermediate building is demolished. Dead shores provide vertical support to walls and structures when the lower part of a wall is removed, such as to add an opening.
The document discusses bar bending schedules (BBS), which provide details of reinforcing bars used in concrete structures. It explains that a BBS includes the member identification, bar mark, steel type, diameter, length, number of bars, and bending dimensions. It then provides examples of BBS for beams, slabs, columns and walls. Measurement techniques for bar lengths are also outlined, along with best practices. The document concludes by presenting a sample BBS calculation for a beam and listing relevant codes, specifications and online BBS software.
This presentation summarizes different types of bolted connections. It discusses bearing bolts, which can be unfinished or finished. Unfinished bolts have rough shanks while finished bolts have circular shanks from turning. It also defines terminology used in bolted connections like pitch, gauge distance, and edge distance. Finally, it discusses grade classifications for bolts based on their strength and specifies requirements for bolted connections according to Indian codes and standards, distinguishing between lap joints and butt joints.
The document discusses reinforced concrete columns, including their functions, failure modes, classifications, and design considerations. Columns primarily resist axial compression but may also experience bending moments. They can fail due to compression, buckling, or a combination. Design depends on whether the column is short or slender, braced or unbraced. Reinforcement is designed based on the column's expected loads and dimensions using methods specified in design codes like BS 8110.
This document discusses riveted connections in steel structures. It describes the different types of rivets, including their shape and method of installation. Some key types are snap headed rivets, pan headed rivets, and flat counter sunk rivets. It also outlines the advantages and disadvantages of riveted connections. Advantages include ease of installation without electricity, while disadvantages include noise and required skilled labor. The document further explains different riveted joint configurations, including lap joints and butt joints, providing examples of single and double riveted versions of each. Finally, it briefly outlines potential failure modes of riveted connections, such as shear failure of rivets or plates, and bearing failure of plates or
Joints are easy to maintain and are less detrimental than uncontrolled or uneven cracks. Concrete expands & shrinks with variations in moisture and temp. The overall affinity is to shrink and this can cause cracking at an early age. Uneven cracks are unpleasant and difficult to maintain but usually do not affect the integrity of concrete.
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This document provides details on the design of staircases, including:
1. It describes the typical components of a staircase like flights, landings, risers, treads, nosings, waist slabs, and soffits.
2. It discusses different types of staircases like straight, quarter turn, dog-legged, open well, spiral and helicoidal.
3. It classifies staircases structurally into those with stair slabs spanning transversely or longitudinally and provides examples of each type.
4. It provides an example calculation for the design of a waist slab spanning longitudinally, including loading, bending moment calculation, reinforcement design and checks.
Shoring is the construction of a temporary structure to support an unsafe or unstable structure. There are three main types of shoring: raking shores, flying shores, and dead shores. Raking shores use inclined members called rakers to provide lateral support to walls. Flying shores provide temporary support between party walls when an intermediate building is demolished. Dead shores provide vertical support to walls and structures when the lower part of a wall is removed, such as to add an opening.
The document discusses bar bending schedules (BBS), which provide details of reinforcing bars used in concrete structures. It explains that a BBS includes the member identification, bar mark, steel type, diameter, length, number of bars, and bending dimensions. It then provides examples of BBS for beams, slabs, columns and walls. Measurement techniques for bar lengths are also outlined, along with best practices. The document concludes by presenting a sample BBS calculation for a beam and listing relevant codes, specifications and online BBS software.
This presentation summarizes different types of bolted connections. It discusses bearing bolts, which can be unfinished or finished. Unfinished bolts have rough shanks while finished bolts have circular shanks from turning. It also defines terminology used in bolted connections like pitch, gauge distance, and edge distance. Finally, it discusses grade classifications for bolts based on their strength and specifies requirements for bolted connections according to Indian codes and standards, distinguishing between lap joints and butt joints.
The document discusses reinforced concrete columns, including their functions, failure modes, classifications, and design considerations. Columns primarily resist axial compression but may also experience bending moments. They can fail due to compression, buckling, or a combination. Design depends on whether the column is short or slender, braced or unbraced. Reinforcement is designed based on the column's expected loads and dimensions using methods specified in design codes like BS 8110.
This document discusses riveted connections in steel structures. It describes the different types of rivets, including their shape and method of installation. Some key types are snap headed rivets, pan headed rivets, and flat counter sunk rivets. It also outlines the advantages and disadvantages of riveted connections. Advantages include ease of installation without electricity, while disadvantages include noise and required skilled labor. The document further explains different riveted joint configurations, including lap joints and butt joints, providing examples of single and double riveted versions of each. Finally, it briefly outlines potential failure modes of riveted connections, such as shear failure of rivets or plates, and bearing failure of plates or
Joints are easy to maintain and are less detrimental than uncontrolled or uneven cracks. Concrete expands & shrinks with variations in moisture and temp. The overall affinity is to shrink and this can cause cracking at an early age. Uneven cracks are unpleasant and difficult to maintain but usually do not affect the integrity of concrete.
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The document discusses the design of footings for structures. It begins by explaining that footings are needed to transfer structural loads from members made of materials like steel and concrete to the underlying soil. It then describes different types of shallow and deep foundations, including spread, strap, combined, and raft footings. The document provides details on designing isolated and combined footings to resist vertical loads and moments based on provisions in IS 456. It also discusses wall footings and combined footings that support multiple columns. In summary, the document covers the purpose of footings, various footing types, and design of isolated and combined footings.
This document discusses different methods of prestressing concrete, including pretensioning and post-tensioning. Pretensioning involves stressing steel tendons before placing concrete around them, while post-tensioning involves stressing tendons after the concrete has cured using hydraulic jacks. Post-tensioning allows for longer spans, thinner slabs, and more architectural freedom compared to conventional reinforced concrete or pretensioned concrete. Common applications of post-tensioning include parking structures, bridges, and building floors and roofs.
OUTLINE
introduction
classification
loads
materials used
Type of reinforcement
RCC
construction methods in RCC
Analysis and design
Detailing
Basic Rules
Site visit
video
The document discusses various elements of building construction including:
- Common building components like foundations, walls, columns, beams, floors, roofs, doors, windows and other elements.
- Types of foundations including shallow and deep foundations.
- Classification of buildings based on occupancy and structure.
- Loads considered in building design such as dead, live, wind, snow, and earthquake loads.
- Principles of building planning including aspect, privacy, grouping, and flexibility.
Brick masonry involves laying bricks together using mortar. Bricks are laid in various bond patterns with headers and stretchers. English bond and Flemish bond are common, strong bonds. Brick masonry walls are durable and fire resistant due to the thermal mass of bricks. Proper bonding, jointing, and avoiding continuous vertical joints are important for strength. Bricks are classified based on quality and used for different purposes depending on loads and importance of structure.
Steel structures involve structural steel members designed to carry loads and provide rigidity. Some famous steel structures include the Walt Disney Concert Hall, Tyne Bridge, and Howrah Bridge. Steel structures have advantages like high strength, ductility, elasticity, and ease of fabrication and erection. The Howrah Bridge is a steel cantilever bridge that connects Howrah and Kolkata. When built, it was the 3rd longest cantilever bridge in the world. It uses steel components like I-beams, rivets, and expansion joints and was constructed between 1936-1942.
This document provides details of the structural analysis and design of a commercial and residential building using STAAD.Pro, AutoCAD, and STAAD.Foundation software. The building is located in Trivandrum, Kerala and consists of a basement, ground plus three floors. The document describes the site details, building plans, load calculations, modeling in STAAD.Pro, design of structural elements like beams, columns, foundation, and reinforcement details. Pile foundation is adopted based on the bore log details. The analysis helps gain knowledge of designing various components using structural analysis and design software.
The document discusses the design of staircases. It begins by defining key components of staircases like treads, risers, stringers, etc. It then describes different types of staircases such as straight, doglegged, and spiral. The document outlines considerations for designing staircases like dimensions, loads, and structural behavior. It provides steps for geometric design, load calculations, structural analysis, reinforcement design, and detailing of staircases. Numerical examples are also included to illustrate the design process.
Circular slabs are commonly used as roofs or floors with a circular plan, such as water tanks. They experience bending stresses in two perpendicular directions - radially and circumferentially. Reinforcement is provided as a mesh of bars with equal cross-sectional area in both directions. Near the edges, additional radial and circumferential reinforcement may be needed if edge stresses are significant. Circular slabs are analyzed based on elastic theory, and deflect into a saucer shape under uniform loads, developing tensile and compressive stresses on the convex and concave surfaces respectively. Reinforcement must be provided in both radial and circumferential directions near the convex surface.
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.
Connections are critical structural elements that join members in steel structures. Common connection types include bolted, welded, and bolted-welded combinations. Connections are classified based on the connecting medium, type of forces transmitted, and elements joined. Riveted connections were previously common but have been replaced by bolted connections which are faster and cheaper to install. Welded connections provide rigidity but require careful design to avoid cracking. Modern connections often combine bolting and welding for strength and economy. Shear and moment connections behave differently in transmitting forces between members like beams and columns. Proper connection design is important for structural integrity and safety.
The document discusses structural steel construction, including the various methods used such as beam and column construction, long span construction, and wall bearing construction. It describes the common structural steel members like columns, beams, joists, and trusses that are erected and secured together using fastening systems like bolts and welds to form the structural framework. Details provided on erection plans guide the fabrication and installation of the different steel components.
Deep foundations are used when the bearing stratum is located at a significant depth below the surface. The most common types of deep foundations are pile foundations, cofferdams, and caisson foundations. Pile foundations support structures using vertical piles that transfer loads either through end bearing or skin friction. Piles can be made of timber, concrete, steel, or a composite. Cofferdams are temporary structures used to exclude water from a construction site to allow work below the water level. Common types include earthfill, rockfill, single-walled, and cellular cofferdams. Caissons are watertight structures that become part of the permanent foundation. Types are open caissons, box caissons
The document discusses the design of reinforced concrete lintels. It describes what a lintel is and the different types of lintels used, including timber, stone, brick, steel, and reinforced concrete lintels. Reinforced concrete lintels are most widely used today due to their strength, rigidity, fire resistance, and economy. The document provides the design steps for RCC lintels, including determining the effective depth and span, calculating loads and bending moment, sizing tension and shear reinforcement, and providing detailing. It also includes an example problem showing the design of an RCC lintel with given dimensions and reinforcement.
This document provides information about pile foundations, including:
- Piles transfer structural loads through weak soil layers into stronger soils and rocks below.
- Common types of piles include pre-cast concrete, cast-in-situ concrete (e.g. Raymond, MacArthur), steel, timber, and composite piles.
- Piles are selected based on factors like soil properties, loading conditions, costs, and availability of materials. Proper pile type and design are necessary to safely support structures.
Prestressed concrete uses high-strength steel tendons or cables to put concrete members into compression prior to stresses from service loads being applied. This counters the tensile stresses induced by loading and improves the behavior of the concrete. There are two main methods - pretensioning and post-tensioning. Pretensioning involves stressing steel tendons before concrete is cast, while post-tensioning stresses steel tendons after the concrete has hardened. Losses in prestress over time include elastic shortening, anchorage slip, friction, creep, shrinkage, and steel relaxation. Proper material selection and design can minimize these losses and optimize the performance of prestressed concrete.
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.
Prestressed concrete combines high-strength concrete and high-strength steel in an active manner by tensioning steel tendons and holding them against the concrete, putting it into compression. This transforms concrete from a brittle to a more elastic material. It allows for optimal use of each material's properties and better behavior under loads. Prestressed concrete was pioneered in the 1930s and its use has expanded, finding applications in bridges and other structures. Common methods are pretensioning and post-tensioning, using various tendon types, with bonded or unbonded configurations. Tensioning is done using mechanical, hydraulic, electrical or chemical devices.
Reinforced cement concrete (RCC) uses steel reinforcement within concrete to improve its tensile strength. Concrete is strong under compression but weak under tension. Steel reinforcement provides high tensile strength due to its high tensile capacity and good bond with concrete. Steel also has a higher elastic modulus, allowing it to resist forces better than concrete alone under the same extension. Cement is a binder that hardens when mixed with water, and can be classified as hydraulic or non-hydraulic. Hydraulic cement can set even when wet or underwater due to additions like fly ash that allow curing in wet conditions. Portland cement is the most common type and consists mainly of tricalcium silicate, dicalcium sil
This document provides problems and examples related to detailing of beams and slabs in reinforced concrete structures. It discusses concepts like continuous beams, cantilever beams, flanged beams, one-way slabs, and two-way slabs. Seven problems are presented involving drawing the longitudinal section and cross sections of beams and slabs and showing reinforcement details. The document concludes with two problems for the reader to solve involving preparing bar bending schedules and estimating quantities of steel and concrete.
This document contains a summary of key concepts related to the design of reinforced concrete structures. It begins with multiple choice questions testing knowledge of topics like modulus of rupture, bleeding of concrete, factors affecting concrete strength, and design philosophies. It then covers the design of various structural elements like beams, slabs, and shear reinforcement. Questions are included on the design of singly reinforced beams, doubly reinforced beams, flanged beams, shear design, bond and torsion. Key terms are also defined related to limit states and partial safety factors.
The document discusses the design of footings for structures. It begins by explaining that footings are needed to transfer structural loads from members made of materials like steel and concrete to the underlying soil. It then describes different types of shallow and deep foundations, including spread, strap, combined, and raft footings. The document provides details on designing isolated and combined footings to resist vertical loads and moments based on provisions in IS 456. It also discusses wall footings and combined footings that support multiple columns. In summary, the document covers the purpose of footings, various footing types, and design of isolated and combined footings.
This document discusses different methods of prestressing concrete, including pretensioning and post-tensioning. Pretensioning involves stressing steel tendons before placing concrete around them, while post-tensioning involves stressing tendons after the concrete has cured using hydraulic jacks. Post-tensioning allows for longer spans, thinner slabs, and more architectural freedom compared to conventional reinforced concrete or pretensioned concrete. Common applications of post-tensioning include parking structures, bridges, and building floors and roofs.
OUTLINE
introduction
classification
loads
materials used
Type of reinforcement
RCC
construction methods in RCC
Analysis and design
Detailing
Basic Rules
Site visit
video
The document discusses various elements of building construction including:
- Common building components like foundations, walls, columns, beams, floors, roofs, doors, windows and other elements.
- Types of foundations including shallow and deep foundations.
- Classification of buildings based on occupancy and structure.
- Loads considered in building design such as dead, live, wind, snow, and earthquake loads.
- Principles of building planning including aspect, privacy, grouping, and flexibility.
Brick masonry involves laying bricks together using mortar. Bricks are laid in various bond patterns with headers and stretchers. English bond and Flemish bond are common, strong bonds. Brick masonry walls are durable and fire resistant due to the thermal mass of bricks. Proper bonding, jointing, and avoiding continuous vertical joints are important for strength. Bricks are classified based on quality and used for different purposes depending on loads and importance of structure.
Steel structures involve structural steel members designed to carry loads and provide rigidity. Some famous steel structures include the Walt Disney Concert Hall, Tyne Bridge, and Howrah Bridge. Steel structures have advantages like high strength, ductility, elasticity, and ease of fabrication and erection. The Howrah Bridge is a steel cantilever bridge that connects Howrah and Kolkata. When built, it was the 3rd longest cantilever bridge in the world. It uses steel components like I-beams, rivets, and expansion joints and was constructed between 1936-1942.
This document provides details of the structural analysis and design of a commercial and residential building using STAAD.Pro, AutoCAD, and STAAD.Foundation software. The building is located in Trivandrum, Kerala and consists of a basement, ground plus three floors. The document describes the site details, building plans, load calculations, modeling in STAAD.Pro, design of structural elements like beams, columns, foundation, and reinforcement details. Pile foundation is adopted based on the bore log details. The analysis helps gain knowledge of designing various components using structural analysis and design software.
The document discusses the design of staircases. It begins by defining key components of staircases like treads, risers, stringers, etc. It then describes different types of staircases such as straight, doglegged, and spiral. The document outlines considerations for designing staircases like dimensions, loads, and structural behavior. It provides steps for geometric design, load calculations, structural analysis, reinforcement design, and detailing of staircases. Numerical examples are also included to illustrate the design process.
Circular slabs are commonly used as roofs or floors with a circular plan, such as water tanks. They experience bending stresses in two perpendicular directions - radially and circumferentially. Reinforcement is provided as a mesh of bars with equal cross-sectional area in both directions. Near the edges, additional radial and circumferential reinforcement may be needed if edge stresses are significant. Circular slabs are analyzed based on elastic theory, and deflect into a saucer shape under uniform loads, developing tensile and compressive stresses on the convex and concave surfaces respectively. Reinforcement must be provided in both radial and circumferential directions near the convex surface.
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.
Connections are critical structural elements that join members in steel structures. Common connection types include bolted, welded, and bolted-welded combinations. Connections are classified based on the connecting medium, type of forces transmitted, and elements joined. Riveted connections were previously common but have been replaced by bolted connections which are faster and cheaper to install. Welded connections provide rigidity but require careful design to avoid cracking. Modern connections often combine bolting and welding for strength and economy. Shear and moment connections behave differently in transmitting forces between members like beams and columns. Proper connection design is important for structural integrity and safety.
The document discusses structural steel construction, including the various methods used such as beam and column construction, long span construction, and wall bearing construction. It describes the common structural steel members like columns, beams, joists, and trusses that are erected and secured together using fastening systems like bolts and welds to form the structural framework. Details provided on erection plans guide the fabrication and installation of the different steel components.
Deep foundations are used when the bearing stratum is located at a significant depth below the surface. The most common types of deep foundations are pile foundations, cofferdams, and caisson foundations. Pile foundations support structures using vertical piles that transfer loads either through end bearing or skin friction. Piles can be made of timber, concrete, steel, or a composite. Cofferdams are temporary structures used to exclude water from a construction site to allow work below the water level. Common types include earthfill, rockfill, single-walled, and cellular cofferdams. Caissons are watertight structures that become part of the permanent foundation. Types are open caissons, box caissons
The document discusses the design of reinforced concrete lintels. It describes what a lintel is and the different types of lintels used, including timber, stone, brick, steel, and reinforced concrete lintels. Reinforced concrete lintels are most widely used today due to their strength, rigidity, fire resistance, and economy. The document provides the design steps for RCC lintels, including determining the effective depth and span, calculating loads and bending moment, sizing tension and shear reinforcement, and providing detailing. It also includes an example problem showing the design of an RCC lintel with given dimensions and reinforcement.
This document provides information about pile foundations, including:
- Piles transfer structural loads through weak soil layers into stronger soils and rocks below.
- Common types of piles include pre-cast concrete, cast-in-situ concrete (e.g. Raymond, MacArthur), steel, timber, and composite piles.
- Piles are selected based on factors like soil properties, loading conditions, costs, and availability of materials. Proper pile type and design are necessary to safely support structures.
Prestressed concrete uses high-strength steel tendons or cables to put concrete members into compression prior to stresses from service loads being applied. This counters the tensile stresses induced by loading and improves the behavior of the concrete. There are two main methods - pretensioning and post-tensioning. Pretensioning involves stressing steel tendons before concrete is cast, while post-tensioning stresses steel tendons after the concrete has hardened. Losses in prestress over time include elastic shortening, anchorage slip, friction, creep, shrinkage, and steel relaxation. Proper material selection and design can minimize these losses and optimize the performance of prestressed concrete.
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.
Prestressed concrete combines high-strength concrete and high-strength steel in an active manner by tensioning steel tendons and holding them against the concrete, putting it into compression. This transforms concrete from a brittle to a more elastic material. It allows for optimal use of each material's properties and better behavior under loads. Prestressed concrete was pioneered in the 1930s and its use has expanded, finding applications in bridges and other structures. Common methods are pretensioning and post-tensioning, using various tendon types, with bonded or unbonded configurations. Tensioning is done using mechanical, hydraulic, electrical or chemical devices.
Reinforced cement concrete (RCC) uses steel reinforcement within concrete to improve its tensile strength. Concrete is strong under compression but weak under tension. Steel reinforcement provides high tensile strength due to its high tensile capacity and good bond with concrete. Steel also has a higher elastic modulus, allowing it to resist forces better than concrete alone under the same extension. Cement is a binder that hardens when mixed with water, and can be classified as hydraulic or non-hydraulic. Hydraulic cement can set even when wet or underwater due to additions like fly ash that allow curing in wet conditions. Portland cement is the most common type and consists mainly of tricalcium silicate, dicalcium sil
This document provides problems and examples related to detailing of beams and slabs in reinforced concrete structures. It discusses concepts like continuous beams, cantilever beams, flanged beams, one-way slabs, and two-way slabs. Seven problems are presented involving drawing the longitudinal section and cross sections of beams and slabs and showing reinforcement details. The document concludes with two problems for the reader to solve involving preparing bar bending schedules and estimating quantities of steel and concrete.
This document contains a summary of key concepts related to the design of reinforced concrete structures. It begins with multiple choice questions testing knowledge of topics like modulus of rupture, bleeding of concrete, factors affecting concrete strength, and design philosophies. It then covers the design of various structural elements like beams, slabs, and shear reinforcement. Questions are included on the design of singly reinforced beams, doubly reinforced beams, flanged beams, shear design, bond and torsion. Key terms are also defined related to limit states and partial safety factors.
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Shear reinforcement is required in concrete beams when the shear stresses exceed the shear strength of the concrete. Shear reinforcement takes the form of vertical stirrups or bent-up bars from the longitudinal reinforcement. The design of shear reinforcement involves calculating the shear force, nominal shear stress, shear strength of the concrete, and determining the amount and spacing of shear reinforcement needed. Proper development length of the longitudinal bars is also important to ensure adequate bond between the steel and concrete.
This document provides details of structural engineering drawings for various structural elements including:
1. Cross sections and reinforcement details of singly and doubly reinforced concrete beams with dimensions and reinforcement specifications.
2. Cross sections and reinforcement details of a cantilever beam and lintel beam with dimensions and reinforcement specifications.
3. Plans and sections of a one-way simply supported slab and reinforcement details.
4. Foundation details, cross sections and plans of a water tank sluice with tower head.
5. Cross sections and plans of an earthen dam with cutoff wall and apron details.
6. Layout and details of a septic tank and soak pit.
7. Cross section
This document provides details on the planning, analysis, design and estimation of a G+5 residential apartment building. It includes architectural plans, electrical and plumbing layouts, design and detailing of slabs, manual and software frame analysis, and comparison of analysis results. Slab designs are provided for one-way and two-way slabs of various spans using reinforcement sizing, spacing, and layout calculations. Reinforcement details are specified for 11 slab panels.
(1) The document provides an example to calculate quantities for a reinforced concrete beam, including formwork, reinforcement, and concrete.
(2) It first describes the beam dimensions and reinforcement details. Then it shows the steps to calculate the (a) formwork area, (b) reinforcement weights using a bar bending schedule, and (c) concrete volume.
(3) The reinforcement calculation involves determining the cutting lengths of different bar shapes based on the beam geometry and development lengths, then summing the weights.
This document summarizes key requirements for ductile detailing of reinforced concrete structures according to IS 13920:2016. It discusses the importance of ductility in allowing structures to resist seismic forces through inelastic deformation without collapse. Requirements are provided for ductile detailing of beams and columns, including minimum steel grades, reinforcement ratios and spacing, hook and lap splice details, and confinement reinforcement. The goal of ductile detailing is to avoid brittle failures and ensure ductile behavior through controlled yielding of steel reinforcement.
This document discusses the behavior of composite slabs with profiled steel decking. It presents information on:
1) Composite slabs that use profiled steel sheets as permanent formwork and tensile reinforcement, allowing for 30% reduced concrete and lower structural weight.
2) The profiled steel decking used which is thin-walled, cold-formed sheets meeting ASTM and IS standards with a galvanized coating.
3) Three slabs - plain concrete, bar reinforced, and steel fiber reinforced - were tested for negative bending capacity, with the fiber reinforced slab showing over a 2.5x increase in load capacity compared to plain concrete.
The document summarizes the analysis and design of a steel flyover at Vandalur Junction by a group of batch members supervised by an assistant professor. It includes the introduction, objectives, scope, literature review, methodology, materials used, design of the deck slab, longitudinal girders, cross girders, piers, pile foundation and conclusion. The key elements - deck slab, girders, piers and pile foundation - were designed according to codes like IRC and IS using software. The design aims to reduce traffic congestion at the junction by providing a grade separated flyover structure.
System shear connector jakarta digunakan sebagai aplikasi dalam konstruksi bangunan untuk menghasilkan kekuatan coran beton lebih kuat dan stabil sesuai dengan perhitungan engineering civil. Dalam hal ini ada 2 hal perhitungan kekuatan secara umum yaitu kekuatan kelengketan stud pada batang baja sesudah dilas. Dan yang kedua adalah kekuatan stud bolt yang digunakan.
Bulb flats are a cost-effective and corrosion-resistant solution for plate stiffening. They have an excellent strength-to-weight ratio and rounded edges that eliminate the need for grinding. This reduces costs during fabrication and extends the life of paint protection against corrosion. British Steel produces bulb flats in various grades and dimensions, with complete traceability. They can be blast cleaned and primed for enhanced fabrication and corrosion protection.
The document summarizes an experimental study that evaluated lap splices between headed reinforcing bars and hooked reinforcing bars in reinforced concrete beams. Seven beam specimens with different bar diameters, lap lengths, and confinement were tested. The test results showed that specimens with shorter lap lengths relative to code design equations had maximum loads ranging from 56-94% of nominal strength and failed in bond splitting or prying near the lap splice. Confinement over the lap zone improved stiffness and strength. The study concluded that code design equations need to specify longer lap lengths between headed and hooked bars to ensure the splice reaches nominal strength.
This document provides details on the design of a rectangular water tank resting on ground. It discusses the analysis done to determine bending moments and tensile forces in the walls. It then shows the step-by-step design of the walls and base slab of a 5m x 4m rectangular tank with 3m depth, reinforced with Fe415 steel bars in M20 concrete. Reinforcement details are calculated and sketched to resist vertical and horizontal bending moments at the wall corners and edges.
Beijing W&M Import And Export Co., Ltd manufactures and exports prestressed concrete wire. Prestressed concrete wire uses prestressing and post-tensioning technology and is used in structures like bridges, buildings, and more. There are three main types of prestressed concrete wire: plain wire, spiral wire, and indented wire. The document provides specifications for each type of wire, including diameter, tensile strength, yield strength, and other properties.
This document discusses ductile detailing of reinforced concrete (RC) frames according to Indian standards. It explains that detailing involves translating the structural design into the final structure through reinforcement drawings. Good detailing ensures reinforcement and concrete interact efficiently. Key aspects of ductile detailing covered include requirements for beams, columns, and beam-column joints to improve ductility and seismic performance. Specific provisions are presented for longitudinal and shear reinforcement in beams and columns, as well as confining reinforcement and lap splices. The importance of cover and stirrup spacing is also discussed.
This document provides an overview of design in reinforced concrete according to BS 8110. It discusses the basic materials used - concrete and steel reinforcement - and their properties. It describes two limit states for design: ultimate limit state considering failure, and serviceability limit state considering deflection and cracking. Key aspects of beam design are summarized, including types of beams, design for bending and shear resistance, and limiting deflection. Reinforcement detailing rules are also briefly covered.
This document provides an overview of design in reinforced concrete according to BS 8110. It discusses the basic materials used - concrete and steel reinforcement - and their properties. It describes two limit states for design: ultimate limit state considering failure, and serviceability limit state considering deflection and cracking. Key aspects of beam design are summarized, including types of beams, design for bending and shear resistance, and limiting deflection. Reinforcement detailing rules are also briefly covered. Design examples are provided to illustrate bending and shear design of beams.
This document contains 8 questions on the topics of mechanics of solids for a B.Tech exam. Question 1 has two parts asking about (a) finding the size and length of a middle tie bar portion given stress and extension values, and (b) calculating the extension of a rod with a varying width. Question 2 asks to analyze a beam shown in a figure by drawing shear force, bending moment, and thrust diagrams. The remaining questions cover additional topics like simple bending, stresses in beams and cylinders, truss analysis methods, and deflection calculations.
This document contains important questions and answers related to the subject of Strength of Materials. It is divided into multiple parts and units. It includes questions related to engineering materials, deformation of metals, geometric properties of sections and thin shells, and theory of torsion and springs. The questions range from definitions and concepts to practical problems involving calculations. The document is intended to serve as a question bank for students studying Strength of Materials.
This document provides information on steel structures and design of steel structures. It includes common steel structures like trusses, bridges, towers, tanks and chimneys. It discusses the advantages and disadvantages of steel structures. It also covers structural steel sections and properties, stress-strain behavior, connections using rivets, bolts and welds. The document discusses the limit state design method for steel structures as per Indian standards. It provides details on loads, load combinations, strength and serviceability limit states. Overall, the document serves as a reference for the design of steel structures.
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4. 4
Introduction
• Carries Transverse External Loads That
Cause Bending Moment, Shear Forces And In
Some Cases Torsion
• Concrete is strong in compression and very
weak in tension.
• Steel reinforcement is used to take up tensile
stresses in reinforced concrete beams.
• Mild steel bars or Deformed or High yield
strength deformed bars (HYSD)
• HYSD bars have ribs on the surface and this
increases the bond strength at least by 40%
6. 6
•Drawinsg generally include a bar
bending schedule
•The bar bending schedule describes the
length and number, position and the
shape of the bar
Introduction
Sl.No.
Type of
bar and
mark
Shape No.
Length in
m
Weight
per unit
length
in Kg
Weight
in Kg
7. 7
•Anchorage in steel bars is normally
provided in the form of bends and hooks
•The anchorage value of bend of bar is
taken as 4 times the diameter of bar for
every 450 bend subjected to maximum of
16 times the diameter of bar.
Introduction
9. 9
• The beams are classified as:
• According to shape: Rectangular, T,
L, Circular etc
• According to supporting conditions:
Simply supported, fixed, continuous
and cantilever beams
• According to reinforcement: Singly
reinforced and doubly reinforced
Introduction
10. 10
• Minimum cover in beams must be 25
mm or shall not be less than the
larger diameter of bar for all steel
reinforcement including links.
• Nominal cover specified in Table 16
and 16A of IS456-2000 should be
used to satisfy the durability criteria.
Introduction
11. 11
Generally a beam consists of following steel
reinforcements:
•Longitudinal reinforcement at tension and
compression face.
•Shear reinforcements in the form of vertical
stirrups and or bent up longitudinal bars are
provided.
•Side face reinforcement in the web of the beam
is provided when the depth of the web in a beam
exceeds 750 mm. (0.1% of the web area and shall
be distributed equally on two faces at a spacing
not exceeding 300 mm or web thickness
whichever is less)
Introduction
20. 20
PROBLEM No. 1
Draw the Longitudinal section, cross section and prepare bar
bending schedule of a rectangular simply supported RCC beam with
the following data:
Clear span =3.5m
Width of beam = 220mm
Overall depth of beam = 300mm
Bearing width in support = 200 mm
Main reinforcement = 5 Nos -12 mm diameter bars with 2 bars bent
up at L/7 from centre of support
Anchor/hanger bars= 2-10 mm diameter
Stirrups = 6 mm diameter @ 200 mm c/c.
Materials : Mild steel, M20 grade concrete
22. 22
PROBLEM No. 1 contd.
Bar Bending Schedule:
Bottom straight bar (12 dia)= Total length of beam +2 x16 φ-2 x 3 φ
-2 x end cover
= (3500+2 x 200)+26 x 12-2 x 25 =4162≈4200 mm
Length of bent up bar (12 dia)= Length of straight bar +2 x (0.42 x
depth of bend) =4162+2 x 0.42 x 250 =4372≈4400 mm
Length of hanger bar (10 dia)= Length of straight bar =4162≈4200 mm
Stirrups:
Number of stirrups = Length of bar (end to end)/c/c distance of
stirrup= [(3500+2x200)-2x25]/200 = 17
Length of stirrup = 2 ( A+B)+24 φ of stirrup = 2x(250+170)+24 x 6
= 984 mm ≈ 1000 mm
24. 24
PROBLEM No. 2
Draw the Longitudinal section, cross section and
prepare bar bending schedule of a rectangular simply
supported RCC beam with the following data:
Clear span =4.5m
Width of beam = 250mm
Overall depth of beam = 300mm
Main reinforcement = 5 Nos -18 mm diameter bars with 2 bars
bent up at 900mm from inside of each end support
Anchor/hanger bars= 2-12 mm diameter
Stirrups = 6 mm diameter @ 200 mm c/c.
Concrete cover = 25 mm
Materials : HYSD bars, M20 grade concrete
26. 26
PROBLEM No. 2 contd.
Bar Bending Schedule:
Bottom straight bar (18 dia)= Total length of beam -2 x end cover
= (4500+2 x 200) -2 x 25 =4850 mm
Length of bent up bar (18 dia) = Length of straight bar +2 x (0.42 x
depth of bend) =4850+2 x 0.42 x 250 =5050 mm
Length of hanger bar (12 dia)= Length of straight bar =4850 mm
Stirrups:
Number of stirrups = Length of bar (end to end)/c/c distance of
stirrup = [(4500+2x200)-2x25]/200 = 24.25 ≈ 25
Length of stirrup = 2 ( A+B)+24 φ of stirrup
= 2x(250+200)+24 x 6 = 1044 mm ≈ 1100 mm
29. 29
PROBLEM No. 3
Draw the Longitudinal section and two cross sections one near the
support and other near the mid span of a RCC continuous beam with
the following data:
Clear span of beams = 3m each
Width of beam = 200mm
Overall depth of beam = 300mm
Width in intermediate supports = 200 mm
Main reinforcement = 4 Nos -12 mm diameter bars with 2 bars bent up
Anchor/hanger bars= 2-10 mm diameter
Stirrups = 6 mm diameter @ 300 mm c/c.
Materials : HYSD bars and M20 grade concrete
31. 31
PROBLEM No. 4
A rectangular beam of cross section 300 x 450 mm is
supported on 4 columns which are equally spaced at 3m
c/c. The columns are of 300 mm x 300 mm in section. The
reinforcement consists of 4 bars of a6 mm diameter (+ve
reinforcement) at mid span and 4 bars of 16 mm diameter at
all supports (-ve reinforcement). Anchor bars consists of a
2-16 mm diameter. Stirrups are of 8 mm diameter 2 legged
vertical at 200 c/c throughout. Grade of concrete is M20 and
type of steel is Fe 415.
Draw longitudinal section and important cross sections.
34. 34
PROBLEM No. 5
Draw to scale of 1:20 the Longitudinal section and two cross-
section of a cantilever beam projecting 3.2 from a support using
following data
Clear span =3.2m
Overall depth at free end = 150 mm
Overall depth at fixed end = 450 mm
Width of cantilever beam = 300 mm
Main steel = 4-28 mm dia with two bars curtailed
at 1.5m from support
Anchor bars = 2 Nos. 16 mm dia
Nominal stirrups = 6mm dia at 40 mm c/c
Bearing at fixed end = 300 mm
Use M20 concrete and Fe 415 steel
36. 36
PROBLEM No. 6
A cantilever beam with 3.2m length is resting over a masonry wall and
supporting a slab over it. Draw to a suitable scale Longitudinal section,
two cross-sections and sectional plan with the following data:
Size of beam = 300 mm x 350 mm at free end and 300 mm x 450 mm at
fixed end and in the wall up to a length of 4.8m
Main steel: 4 nos. of 25 mm dia bars, two bars curtailed at 1.2m from
free end
Hanger bars: 2 nos. 16mm.
Stirrups: 6mm dia 2 legged stirrups @ 200 mm c/c the support length
and @100 mm c/c from fixed end up to length of 1m @ 150mm c/c up to
curtailed bars and remaining @ 200 c/c.
Use M20 concrete and Fe 415 steel
39. 39
PROBLEM No. 7
A beam has following data
Clear span = 4m
Support width = 300mm
Size of web = 350 x 400
Size of flange = 1200 x 120mm
Main reinforcement in two layers : 3-20 tor + 3-16 tor and to be
curtailed at a distance 400 mm from inner face of support
Hanger bars: 3- 20 tor
Stirrups: 2L-8 tor @ 200 c/c
Use M20 concrete and Fe 415 steel
Draw longitudinal and cross section if the beam is
1. T-beam
2. Inverted T-beam
3. L-Beam
44. 44
Do it Yourself
1. Draw the longitudinal section and typical cross sections ( at centre
and support), and show the reinforcement details in a simply supported
rectangular beam of size 300 mm x 500 mm, clear span 5m supported
on walls of 0.3m, use a suitable scale
Reinforcements:
Main: 4 No. 16mm dia with 2 No. cranked at 1m from centre of
support. Stirrup holders 2 Nos. of 12 mm dia
Stirrups: 2 legged 8 mm dia stirrups at 250 mm c/c in the central 2m
span and 2 legged 8 mm dia stirrups at 150 mm c/c in the remaining
portion. Assume concrete M 20 grade and steel Fe 415, and suitable
cover. Prepare the bar bending schedule and calculate quantity of steel
and concrete required.
45. 45
Do it Yourself
2. Prepare the bar bending schedule and estimate quantity of steel and
concrete after drawing the longitudinal and cross section. Other details
are
Span of beam = 4.2 m
Cross section at support end 300 x 600 mm and cross section at
free end 300 x 150 mm
Reinforcements:
Main tension steel: 4-20 mm dia, 2 bars are curtailed at a distance
of 2m from free end
Hanger bars: 1-12 mm dia
Two legged stirrups 8mm dia @ 140 mm c/c for full length.