analysis and design of mutistoried residential building by using staad pro
we considered g+4 residential building
ANYLYSIS AND DESIGN OF HIGH RISE RESIDENTIAL BUILDING BY USING ETABS
copy below Link to view presentation
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-high-rise-building-by-using-etabs
vamsiila@gmail.com
This internship summary provides an overview of an internship at a structural design firm. The internship objectives were to become familiar with the workflow of structural design, bridge the gap between academic and industrial knowledge, and understand real-world design assumptions. The intern performed tasks like analyzing and designing structural elements manually and using software, modeled projects in ETABS, and assisted with drafting detailing drawings. Overall, the internship provided both technical skills in structural design and analysis and non-technical skills such as teamwork, communication, and time management.
ANALYSIS AND DESIGN OF MULTI STOREY (G+5) COMMERCIAL BUILDING BY STAAD PRO AN...Bala Balaji
This document provides a project report on the analysis and design of a multi-storey commercial building (G+5 levels) using STAAD Pro and ETABS software. The report includes an introduction, literature review on analysis methods, plan of the building, load calculations, design of beams, columns, slabs and footings. STAAD Pro is used for the 3D analysis of the building to obtain results like bending moments and shear forces. The report presents the analysis, design and results obtained from the software for various structural elements of the building.
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.
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
STRUCTURAL CALCULATION - CURTAIN WALL (SAMPLE DESIGN)Eduardo H. Pare
This document provides a structural calculation for a curtain wall. It includes 7 chapters that analyze different components of the curtain wall:
1) Introduction to the project details and materials
2) Wind pressure calculations using codes to determine design wind loads
3) Structural analysis of glass panels to ensure they can withstand the loads
4) Structural calculation of aluminum mullions using STAAD analysis and code checks
5) Similar analysis for aluminum transoms
6) Design of brackets connecting the curtain wall to the building
7) References used
The document analyzes the critical glass panel and longest mullion/transom and ensures all components meet strength and deflection requirements based on codes.
Design and analasys of a g+3 residential building using staadgopichand's
This document presents a graduation project analyzing and designing a G+3 residential building using STAAD Pro software. The objectives are to carry out analysis and design of structural elements like slabs, columns, and shear walls and get experience with STAAD Pro and AutoCAD. The project building consists of 3 repeated floors in Hyderabad. The document discusses analyzing loads, modeling the building in STAAD Pro, designing columns, beams, slabs, and foundations, and concludes with the advantages and limitations of using structural analysis software.
shear walls are vertical elements of the horizontal force resisting system. Shear walls are constructed to counter the effects of lateral load acting on a structure.
analysis and design of mutistoried residential building by using staad pro
we considered g+4 residential building
ANYLYSIS AND DESIGN OF HIGH RISE RESIDENTIAL BUILDING BY USING ETABS
copy below Link to view presentation
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-high-rise-building-by-using-etabs
vamsiila@gmail.com
This internship summary provides an overview of an internship at a structural design firm. The internship objectives were to become familiar with the workflow of structural design, bridge the gap between academic and industrial knowledge, and understand real-world design assumptions. The intern performed tasks like analyzing and designing structural elements manually and using software, modeled projects in ETABS, and assisted with drafting detailing drawings. Overall, the internship provided both technical skills in structural design and analysis and non-technical skills such as teamwork, communication, and time management.
ANALYSIS AND DESIGN OF MULTI STOREY (G+5) COMMERCIAL BUILDING BY STAAD PRO AN...Bala Balaji
This document provides a project report on the analysis and design of a multi-storey commercial building (G+5 levels) using STAAD Pro and ETABS software. The report includes an introduction, literature review on analysis methods, plan of the building, load calculations, design of beams, columns, slabs and footings. STAAD Pro is used for the 3D analysis of the building to obtain results like bending moments and shear forces. The report presents the analysis, design and results obtained from the software for various structural elements of the building.
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.
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
STRUCTURAL CALCULATION - CURTAIN WALL (SAMPLE DESIGN)Eduardo H. Pare
This document provides a structural calculation for a curtain wall. It includes 7 chapters that analyze different components of the curtain wall:
1) Introduction to the project details and materials
2) Wind pressure calculations using codes to determine design wind loads
3) Structural analysis of glass panels to ensure they can withstand the loads
4) Structural calculation of aluminum mullions using STAAD analysis and code checks
5) Similar analysis for aluminum transoms
6) Design of brackets connecting the curtain wall to the building
7) References used
The document analyzes the critical glass panel and longest mullion/transom and ensures all components meet strength and deflection requirements based on codes.
Design and analasys of a g+3 residential building using staadgopichand's
This document presents a graduation project analyzing and designing a G+3 residential building using STAAD Pro software. The objectives are to carry out analysis and design of structural elements like slabs, columns, and shear walls and get experience with STAAD Pro and AutoCAD. The project building consists of 3 repeated floors in Hyderabad. The document discusses analyzing loads, modeling the building in STAAD Pro, designing columns, beams, slabs, and foundations, and concludes with the advantages and limitations of using structural analysis software.
shear walls are vertical elements of the horizontal force resisting system. Shear walls are constructed to counter the effects of lateral load acting on a structure.
This document provides details of the analysis and design of a multi-storey reinforced concrete building project. It includes the objectives, which are to analyze and design the main structural elements of the building including slabs, columns, shear walls, and foundations. It also summarizes the building being a 12-storey residential building in Gorakhpur, India. The document outlines the various structural elements that will be designed, including flat slab structural systems, column types and design, shear wall design, and pile foundation design.
Shear walls are vertical structural elements designed to resist lateral forces like winds and earthquakes. They work by transferring shear forces throughout their height and resisting uplift forces. Properly designed and constructed shear wall buildings are very stable and ductile, providing warnings before collapse during severe earthquakes. Common types of shear walls include reinforced concrete, plywood, and steel plate shear walls. Shear walls are an effective and efficient way to resist lateral loads in seismic regions.
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PROAli Meer
This document discusses the design and analysis of a multi-storied residential building using STAAD Pro software. It includes details on the building specifications, applicable codes, loads on the structure, and the design of structural elements like slabs, beams, columns, and footings. The analysis involves assigning materials, loads, properties and performing RCC design in STAAD Pro to verify the safety and serviceability of the building according to codes. The results show the design is safe and meets code requirements. References include design codes and textbooks.
This document summarizes the design of a single reinforced concrete corbel according to ACI 318-05. The corbel is 300mm wide and 500mm deep with 35MPa concrete and 415MPa steel reinforcement. It was designed to resist a vertical load of 370kN applied 100mm from the face of the column. The design includes checking the vertical load capacity, calculating the required shear friction and main tension reinforcement, and designing the horizontal reinforcement. The provided reinforcement of 3 No.6 bars for tension and 3 No.3 link bars at 100mm spacing was found to meet all design requirements.
Analysis and design of multi-storey building using staad.Progsharda123
This document presents a minor project report on the analysis and design of a four-storey building (ground plus three floors) using STAAD Pro software. It was submitted by five civil engineering students at Guru Nanak Dev Engineering College, Punjab, India in partial fulfillment of their Bachelor of Technology degree. The report covers various topics related to structural analysis and design including different analysis methods, design of building elements like slabs, beams, columns, and footings. It also discusses assumptions, design codes, loads, and materials used for the building design.
Composite structure of concrete and steel.Suhailkhan204
This document discusses composite structures, which combine steel and concrete materials. The key elements of composite structures are composite deck slabs, beams, and columns, along with shear connectors. Composite structures take advantage of concrete's compressive strength and steel's tensile strength. They provide benefits like increased load capacity, stiffness, fire resistance, and cost savings compared to traditional steel or concrete construction alone. An example project, the Millennium Tower in Vienna, is described. The document analyzes costs and concludes that composite structures are best suited for high-rise buildings due to reduced weight, increased ductility, and savings of around 10% compared to reinforced concrete.
This document discusses composite construction and cambering of steel beams. It provides information on:
1) The composite construction process including use of composite metal decking, shear connectors, and concrete pouring to create a composite floor system that is stronger and stiffer than steel alone.
2) The advantages of composite construction such as reduced steel needs, lighter weight, and increased spans.
3) The cambering process of inducing a slight curvature in steel beams to compensate for deflection under loads in order to achieve a level floor slab.
4) When cambering is appropriate such as for filler beams, and when it is not such as for moment connected beams. Alternative methods to cambering like
Composite Concrete-Steel Construction in Tall Buildings by Dr. NaveedAIT Solutions
The document discusses composite concrete-steel construction systems used in tall buildings. It describes how composite and mixed systems use concrete and steel acting together to provide benefits like increased strength and stiffness. Common composite elements discussed include composite floors, beams, columns, shear walls, and link beams. Composite columns provide benefits like increased strength and stiffness. Concrete-filled steel tubes are an efficient composite column type. Recent developments in composite shear walls include concrete-filled composite plate shear wall systems that offer enhanced seismic performance. Case studies of composite tall buildings in Asia are also presented.
Design & Analysis of High rise Building With & Without Floating Column Using ...IJSRD
At present buildings with floating column is a typical feature in the modern multistory construction in urban India. There are many projects in which floating columns are adopted, especially above the ground floor, where transfer girders are employed, so that more open space is available in the ground floor. As the load path in the floating columns is not continuous, they are more vulnerable to the seismic activity. Sometimes, to meet the requirements these type of aspects cannot be avoided though these are not found to be of safe. Hence, an attempt is taken to study the behavior of a G+15 multi storey building in which some storey’s are considered for commercial purpose and remaining storey’s are for residential purpose. This paper studies the comparison & seismic analysis of the multistory buildings with floating column and without floating column. Finally, analysis & results in the high rise building such as storey drifts, storey displacement, and Base shear were shown in this study. Design and Analysis was carried out by using Extended Three Dimensional Analysis of Building Systems (ETABS) Software.
There are three types of arch bridges defined by their structural connections: three hinged, two hinged, and fixed. Arch bridges are also classified by their orientation: through, half through, and spandrel. Designing arch bridges involves determining properties like span, arch height, shape, materials, hangers, deck, foundations, and connections between components. Structural analysis calculates internal forces in the arch under different load combinations to inform member sizing.
Comparative Study of an Industrial Pre Engineered Building with Conventiona...Yogita Kadam
1.To study the concept of Conventional Steel Building.
2.To study the concept of Pre Engineered Building.
3.To prepare a model of P.E.B.
4.To analyze structure using Staad Pro.
5.Comparison between Pre Engineered Building
and Conventional building.
This document describes a project to model and analyze a pre-engineered building (PEB) structure. A group of students submitted the project under the guidance of their professor. The objectives were to study PEBs, model one in Staad Pro, design sections and connections, and analyze how PEBs reduce complexity, improve accuracy, and speed of construction compared to conventional steel buildings. The document provides details on the building dimensions, loads, load combinations, results of the PEB versus conventional structure analysis, advantages of PEBs, applications, and references used.
This document describes a thesis submitted for a bachelor's degree in civil engineering. The thesis involves the design of a pre-engineered steel building for an aircraft hangar using STAAD Pro V8i software. The document includes an abstract, table of contents, and the beginning of the introduction chapter which provides background on pre-engineered steel buildings. It also includes certificates from the student's guide and external examiner certifying the work.
The document provides details of the computer aided design and analysis of a G+20 multi-storey residential building located in Patna using STAAD-Pro software. The building is designed as a reinforced concrete framed structure according to Indian codes IS 456, IS 875, and IS 1893. Load calculations are performed for dead loads, live loads, and wind loads. Analysis of the building is carried out to determine member forces from gravity and lateral loads.
This document discusses pre-engineered steel buildings. It begins with a brief history of how the concept originated from reducing steel usage in the USA. Then, it describes the typical design process which involves calculating loads, performing structural analysis and design, and optimizing the frame design. The key components of pre-engineered buildings are identified. Advantages like faster construction, lower cost, and seismic resistance are highlighted. Guidelines for design and the erection system are also outlined.
ANALYSIS AND DESIGN OF G+4 RESIDENTIAL BUILDING contentsila vamsi krishna
This document outlines the process and methods used to analyze and design a multi-story residential building using STAAD Pro software. It includes chapters on software used, literature review of analysis methods, load calculations, design of building elements like beams, columns, slabs and footings. Load combinations are defined according to Indian standards. Material properties and design assumptions are provided. The document then describes the analysis and design of each building element and provides sample output diagrams from STAAD Pro.
The document describes the construction of a residential tower by Mayank Walecha for their internship program. It includes an acknowledgements section thanking those involved in the project. It also includes an index outlining the contents of the report, which will cover quality control of building materials, structure work including the foundation, finishing work, and construction safety. The quality control chapter will discuss materials used like cement, aggregates, bricks, reinforcement bars, water, and admixtures.
This document summarizes the analysis and design of a slab bridge. It outlines the design process, considerations, and calculations for the deck slab and abutments. For the deck slab, calculations are shown for bending moment, shear force, reinforcement requirements, serviceability checks for cracking and deflection. The abutment design process involves calculating loads, earth pressure coefficients, and designing the stem, return wall, dirt wall, and cap while checking design requirements.
This document provides design details for the superstructure of an 18m simple span reinforced concrete T-girder bridge, including:
1. Design specifications and material properties
2. Preliminary bridge dimensions and cross section
3. Loads and design moments for elements like the overhang slab, deck slab, and longitudinal girders
4. Reinforcement details calculated to resist bending moments in the overhang slab, deck slab, and girders
It includes load and resistance factor design calculations for elements of the bridge superstructure according to specifications like AASHTO and ERA bridge design manuals. Reinforcement amounts, sizes, and spacings are determined to satisfy strength and serviceability limit states.
This document provides details of the analysis and design of a multi-storey reinforced concrete building project. It includes the objectives, which are to analyze and design the main structural elements of the building including slabs, columns, shear walls, and foundations. It also summarizes the building being a 12-storey residential building in Gorakhpur, India. The document outlines the various structural elements that will be designed, including flat slab structural systems, column types and design, shear wall design, and pile foundation design.
Shear walls are vertical structural elements designed to resist lateral forces like winds and earthquakes. They work by transferring shear forces throughout their height and resisting uplift forces. Properly designed and constructed shear wall buildings are very stable and ductile, providing warnings before collapse during severe earthquakes. Common types of shear walls include reinforced concrete, plywood, and steel plate shear walls. Shear walls are an effective and efficient way to resist lateral loads in seismic regions.
DESIGN AND ANALAYSIS OF MULTI STOREY BUILDING USING STAAD PROAli Meer
This document discusses the design and analysis of a multi-storied residential building using STAAD Pro software. It includes details on the building specifications, applicable codes, loads on the structure, and the design of structural elements like slabs, beams, columns, and footings. The analysis involves assigning materials, loads, properties and performing RCC design in STAAD Pro to verify the safety and serviceability of the building according to codes. The results show the design is safe and meets code requirements. References include design codes and textbooks.
This document summarizes the design of a single reinforced concrete corbel according to ACI 318-05. The corbel is 300mm wide and 500mm deep with 35MPa concrete and 415MPa steel reinforcement. It was designed to resist a vertical load of 370kN applied 100mm from the face of the column. The design includes checking the vertical load capacity, calculating the required shear friction and main tension reinforcement, and designing the horizontal reinforcement. The provided reinforcement of 3 No.6 bars for tension and 3 No.3 link bars at 100mm spacing was found to meet all design requirements.
Analysis and design of multi-storey building using staad.Progsharda123
This document presents a minor project report on the analysis and design of a four-storey building (ground plus three floors) using STAAD Pro software. It was submitted by five civil engineering students at Guru Nanak Dev Engineering College, Punjab, India in partial fulfillment of their Bachelor of Technology degree. The report covers various topics related to structural analysis and design including different analysis methods, design of building elements like slabs, beams, columns, and footings. It also discusses assumptions, design codes, loads, and materials used for the building design.
Composite structure of concrete and steel.Suhailkhan204
This document discusses composite structures, which combine steel and concrete materials. The key elements of composite structures are composite deck slabs, beams, and columns, along with shear connectors. Composite structures take advantage of concrete's compressive strength and steel's tensile strength. They provide benefits like increased load capacity, stiffness, fire resistance, and cost savings compared to traditional steel or concrete construction alone. An example project, the Millennium Tower in Vienna, is described. The document analyzes costs and concludes that composite structures are best suited for high-rise buildings due to reduced weight, increased ductility, and savings of around 10% compared to reinforced concrete.
This document discusses composite construction and cambering of steel beams. It provides information on:
1) The composite construction process including use of composite metal decking, shear connectors, and concrete pouring to create a composite floor system that is stronger and stiffer than steel alone.
2) The advantages of composite construction such as reduced steel needs, lighter weight, and increased spans.
3) The cambering process of inducing a slight curvature in steel beams to compensate for deflection under loads in order to achieve a level floor slab.
4) When cambering is appropriate such as for filler beams, and when it is not such as for moment connected beams. Alternative methods to cambering like
Composite Concrete-Steel Construction in Tall Buildings by Dr. NaveedAIT Solutions
The document discusses composite concrete-steel construction systems used in tall buildings. It describes how composite and mixed systems use concrete and steel acting together to provide benefits like increased strength and stiffness. Common composite elements discussed include composite floors, beams, columns, shear walls, and link beams. Composite columns provide benefits like increased strength and stiffness. Concrete-filled steel tubes are an efficient composite column type. Recent developments in composite shear walls include concrete-filled composite plate shear wall systems that offer enhanced seismic performance. Case studies of composite tall buildings in Asia are also presented.
Design & Analysis of High rise Building With & Without Floating Column Using ...IJSRD
At present buildings with floating column is a typical feature in the modern multistory construction in urban India. There are many projects in which floating columns are adopted, especially above the ground floor, where transfer girders are employed, so that more open space is available in the ground floor. As the load path in the floating columns is not continuous, they are more vulnerable to the seismic activity. Sometimes, to meet the requirements these type of aspects cannot be avoided though these are not found to be of safe. Hence, an attempt is taken to study the behavior of a G+15 multi storey building in which some storey’s are considered for commercial purpose and remaining storey’s are for residential purpose. This paper studies the comparison & seismic analysis of the multistory buildings with floating column and without floating column. Finally, analysis & results in the high rise building such as storey drifts, storey displacement, and Base shear were shown in this study. Design and Analysis was carried out by using Extended Three Dimensional Analysis of Building Systems (ETABS) Software.
There are three types of arch bridges defined by their structural connections: three hinged, two hinged, and fixed. Arch bridges are also classified by their orientation: through, half through, and spandrel. Designing arch bridges involves determining properties like span, arch height, shape, materials, hangers, deck, foundations, and connections between components. Structural analysis calculates internal forces in the arch under different load combinations to inform member sizing.
Comparative Study of an Industrial Pre Engineered Building with Conventiona...Yogita Kadam
1.To study the concept of Conventional Steel Building.
2.To study the concept of Pre Engineered Building.
3.To prepare a model of P.E.B.
4.To analyze structure using Staad Pro.
5.Comparison between Pre Engineered Building
and Conventional building.
This document describes a project to model and analyze a pre-engineered building (PEB) structure. A group of students submitted the project under the guidance of their professor. The objectives were to study PEBs, model one in Staad Pro, design sections and connections, and analyze how PEBs reduce complexity, improve accuracy, and speed of construction compared to conventional steel buildings. The document provides details on the building dimensions, loads, load combinations, results of the PEB versus conventional structure analysis, advantages of PEBs, applications, and references used.
This document describes a thesis submitted for a bachelor's degree in civil engineering. The thesis involves the design of a pre-engineered steel building for an aircraft hangar using STAAD Pro V8i software. The document includes an abstract, table of contents, and the beginning of the introduction chapter which provides background on pre-engineered steel buildings. It also includes certificates from the student's guide and external examiner certifying the work.
The document provides details of the computer aided design and analysis of a G+20 multi-storey residential building located in Patna using STAAD-Pro software. The building is designed as a reinforced concrete framed structure according to Indian codes IS 456, IS 875, and IS 1893. Load calculations are performed for dead loads, live loads, and wind loads. Analysis of the building is carried out to determine member forces from gravity and lateral loads.
This document discusses pre-engineered steel buildings. It begins with a brief history of how the concept originated from reducing steel usage in the USA. Then, it describes the typical design process which involves calculating loads, performing structural analysis and design, and optimizing the frame design. The key components of pre-engineered buildings are identified. Advantages like faster construction, lower cost, and seismic resistance are highlighted. Guidelines for design and the erection system are also outlined.
ANALYSIS AND DESIGN OF G+4 RESIDENTIAL BUILDING contentsila vamsi krishna
This document outlines the process and methods used to analyze and design a multi-story residential building using STAAD Pro software. It includes chapters on software used, literature review of analysis methods, load calculations, design of building elements like beams, columns, slabs and footings. Load combinations are defined according to Indian standards. Material properties and design assumptions are provided. The document then describes the analysis and design of each building element and provides sample output diagrams from STAAD Pro.
The document describes the construction of a residential tower by Mayank Walecha for their internship program. It includes an acknowledgements section thanking those involved in the project. It also includes an index outlining the contents of the report, which will cover quality control of building materials, structure work including the foundation, finishing work, and construction safety. The quality control chapter will discuss materials used like cement, aggregates, bricks, reinforcement bars, water, and admixtures.
This document summarizes the analysis and design of a slab bridge. It outlines the design process, considerations, and calculations for the deck slab and abutments. For the deck slab, calculations are shown for bending moment, shear force, reinforcement requirements, serviceability checks for cracking and deflection. The abutment design process involves calculating loads, earth pressure coefficients, and designing the stem, return wall, dirt wall, and cap while checking design requirements.
This document provides design details for the superstructure of an 18m simple span reinforced concrete T-girder bridge, including:
1. Design specifications and material properties
2. Preliminary bridge dimensions and cross section
3. Loads and design moments for elements like the overhang slab, deck slab, and longitudinal girders
4. Reinforcement details calculated to resist bending moments in the overhang slab, deck slab, and girders
It includes load and resistance factor design calculations for elements of the bridge superstructure according to specifications like AASHTO and ERA bridge design manuals. Reinforcement amounts, sizes, and spacings are determined to satisfy strength and serviceability limit states.
The document summarizes the design of a steel exhibition building with a circular plan. It describes the architectural features of the building including the dimensions of the exhibition hall and stalls. It then discusses the structural analysis conducted using STAAD Pro software and consideration of various loads. Next, it details the design of key structural elements like curved beams, trusses, bracings, columns, and base plates. Design calculations are provided for the curved beams. Finally, it provides a bill of materials and concluding remarks on the benefits of the tubular structural design.
This document provides design calculations for structural elements of a concrete car park structure according to BS-8110, including:
1. A one-way spanning roof slab with a span of 2.8m, designed as simply supported with 10mm main reinforcement bars at 300mm spacing and 8mm secondary bars.
2. A load distribution beam D and non-load bearing beam E, with calculations provided for beam D's dead and imposed loads.
3. Requirements include individual work submission by January 2nd, 2016 and assumptions to be clearly stated.
Gantry girder
Gantry girder or crane girder hand operated or electrically operated overhead cranes in industrial building such as factories, workshops, steel works, etc. to lift heavy materials, equipment etc. and carry them from one location to other , within the building
The GANTRY GIRDER spans between brackets attached to columns, which may either be of steel or reinforced concrete. Thus the span of gantry girder is equal to centre to centre spacing of columns. The rails are mounted on gantry girders.
Loads acting on gantry girder
Gantry girder, having no lateral support in its length (laterally unsupported) has to withstand the following loads:
1. Vertical loads from crane :
Self weight of crane girder
Hook load
Weight of crab (trolley)
2. Impact load from crane :
As the load is lifted using the crane hook and moved from one place to another, and released at the required place, an impact is felt on the gantry girder.
3. Longitudinal horizontal force (Drag force) :
This is caused due to the starting and stopping of the crane girder moving over the crane rails, as the crane girder moves longitudinally, i.e. in the direction of gantry girder.
This force is also known as braking force, or drag force.
This force is taken equal to 5% of the static wheel loads for EOT or hand operated cranes.
4. Lateral load (Surge load) :
Lateral forces are caused due to sudden starting or stopping of the crab when moving over the crane girder.
Lateral forces are also caused when the crane is dragging weights across the' floor of the shop.
Types of gantry girders
Depending upon the span and crane capacity, there can be many forms of gantry girders. Some commonly used forms are shows in fig .
Rolled steel beams with or without plates, channels or angles are normally used for spans up to 8m and for cranes up to 50kN capacity.
Plate girder are suitable up to span 6 to 10 m.
Plate girder with channels, angles, etc. can be used for spans more than 10m
Box girder are used foe spans more than 12m.
The document is a past exam paper for a Civil Engineering course assessing design of reinforced concrete elements. It contains multiple choice and long answer questions testing concepts like assumptions in elastic reinforced concrete theory, types of shear failures, purposes of corner reinforcements, definitions of terms like torsional shear and development length, and differences between short and long columns. It also provides design problems for a reinforced concrete beam and one-way slab requiring calculation of reinforcement areas, spacing, shear checks, and live and dead loads.
This document outlines the design of the structural system for the Terra Santa School project in Jericho, Palestine. The school consists of three blocks designed using reinforced concrete. The document describes modeling the structure in SAP2000, analyzing seismic and gravity loads, and designing the structural elements including shear walls, columns, beams, and foundations according to code specifications. Analysis methods like response spectrum analysis and equivalent lateral force are used to design for seismic loads. Reinforcement is designed for various structural elements based on strength calculations.
The document presents the design of a post-tensioned prestressed concrete tee beam and slab bridge deck. Key details include:
- The bridge will have an effective span of 30m and width of 7.5m with 600mm kerbs and 1.5m footpaths on each side.
- The project team will design the bridge to meet Class AA loading standards for a national highway.
- The bridge will have 4 main girders spaced at 2.5m intervals with a 250mm thick deck slab cast between them.
- The document outlines the design process for the interior slab panel, longitudinal girders, and calculation of design moments and shear forces. Properties of the main girder cross
Design of a memorial hall for our former president Dr.A.P.J.Abdul Kalam at Pei Karumbu in Rameshwaram. The prime idea of the design is to construct the structure in the shape of a dodecagon overlaid by a hexagon and a dome.
The document summarizes an internship project analyzing and designing a G+3 residential building. It includes modeling the building in ETABS, analyzing it to determine bending moments and shear forces, and designing structural elements like beams, columns, slabs, footings and stairs. The internship took place over 7 weeks at Zenith Constructions, where the student gained practical skills in structural design, analysis software, and site visits to understand real-world applications.
This document presents the design of the RCC structure for a proposed J Season Hotel building in Kathmandu, Nepal. It includes details of the building specifications, material properties, structural frame, load assignments, structural analysis, earthquake analysis according to Indian seismic codes, concrete design of columns, beams, slabs, and foundations, and references used. The building is a basement plus four and a half stories commercial hotel building with RCC frame structure.
In India, industries usually have quality range of gantry girders for industrial sheds. Assisted by skilled workers in India, companies have been able to successfully grow towards the zenith, but there is still minor margin remaining which can be achieved by optimally designing the gantry girder in an economic as well as efficient manner. For this purpose, it is essential to implement the procedure for model, design, analyze and validate the girder efficiently.
IRJET- Design of the Support Structure for the Pipe Line SystemIRJET Journal
This document describes the design of a support structure for a pipeline system. It involves designing concrete pedestals and footings to support steel pipes that will carry water. The design calculations include determining loads from the weight of the filled pipes, selecting a concrete grade, and sizing pedestals and footings to withstand bending moments and shear stresses. Pedestals are designed with longitudinal reinforcing bars and footings are designed to be at least 100mm thick with a base area of 2.147 square meters to safely support the calculated loads and moments from the pipeline, soil pressures, and self-weight.
The document summarizes the design of the roof slab for a new fire testing facility building. Key points include:
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Residential Building using Pre-Engineered Steel Beam-Column(G+1)
1. RESIDENTIAL BUILDING USING PRE
ENGINEERED BEAM-COLUMN(G+1)
KARAN.A REG NO:412515103038
ANTONY RAJ.T REG NO:412515103013
MOHAMED HAJ HUMAAYUN.S REG NO:412515103057
RAMAMOORTHY.D REG NO:412515103078
Under guidance of
Ms.S.Sanchita M.Tech
Supervisior,Asst.prof
Department of civil engineering
Sri sairam engineering college
West tambaram,chennai 600044
2. WHY STEEL STRUCTURES IN RESIDENTIAL
BUILDINGS
1) Higher strength to weight ratio
2) Time is reduced (nearly 30%)
3) Cost efficient method (nearly 20%)
4) Using of precast members
5) Quality control
6) Preferred for larger span construction
7) Column space gets reduced
8) Less maintainance
3. DESCRIPTION OF THE PROJECT
This project involves the using of pre engineered members in
residential building.
In our project the steel is employed for the beam and the column
members.
The steel used is Fe550 the coefficient to find Mu limit is calculated
to be 0.129 (i.e) Mu limit=0.129xfckxbxd2 .
The built up area is 1125 sq.ft
The plan of the pre engineered (G+1) is taken in A3 size paper.
The design of the pre engineered(G+1) building is done.
The analysis of the project is done in staad pro and the report is
attached.
4. METHODOLOGY
1.13 METHODOLOGY
Collection of data
Planning AutoCAD
Analysis Staad.Pro
Bending moment, Shear
force
Designing Slab, Beam, Column, Footing,
Staircase
Conclusion
MS ExcelLoad Calculations
3D Modelling Revit Architecture
10. DESIGN OF SLAB
Total Length=25’x45’
Dead Load Of Parapet Wall= 25x0.2x1=5kN/m
Wall load=25x0.2x3.048x1=15.24kN/m
SW of ISHB 225=0.422kN/m
For X direction
Ast=171.32mm²
Therefore provide dia of 10mm bars at 300mm c/c
For Y direction
Ast=117.97mm²
Therefore provide dia of 10mm bars at 300mm c/c
12. DESIGN OF BEAM
Load on beam=55.122 kN/m
Effective span=3.657+0.2=3.857m
Design moment, M=Wu=WL2/8= 82.683x3.8572/8
=153.75kN/m
Zp=153.7x1.1/250=67650mm3
Try ISHB 250 which has Zp=678.73cm3
beam
13. DESIGN OF COLUMN
Ultimate column Load=347.44x1.5=521.16kN
Using ISHB 250@510 N/m
Area Required =6496mm2
Both ends are hinged.
: buckling class (b) about Z-Z axis
Pd=Axfcd = 6496x186.85=1200.78KN> factored load
Buckling class (c) for about Y-Y axis
Pd=Axfcd=6496x174.75=1135.17N> factored load
column
14. DESIGN OF STAIRCASE
Size of stair =2.133x3.657
Height of stair flight =3/2=1.5m
Assume Rise =150mm ; Thread =300mm
Load calculation:
Dead load at waist slab=0.195x1x25=4.875 KN/m
Load on step per metre=0.5625x1000/300=1.875KN/m
Floor finish=1kN/m
Live load =3kN/m
Total load=11.887kN/m
Ultimate load Wu=1.5x11.887=>17.83KN/m
Main reinforcement:
Therefore provide 10mm dia bars at 170mm c/c spacing
Distribution reinforcement:
Therefore provide 10mm dia bars at 300mm c/c spacing
17. REINFORCEMENT DETAILS OF COLUMN
BASE
Pu=1.5x348.86=523.29KN
Select ISA 150x115, 15mm angle, 16mm thick
gusset plate and 20mm cover plate.
Using 30mm thick base plate of size
600x500mm
Therefore bolt value=65.192kN
No of bolts required
=130.82x103/(65.192x103)=2bolts
Therefore provide 4 bolts.
18. FOUNDATION
Size of the column base=500x600mm
Factored axial load=523.29kN
Provide 2mx2m footing
Ast provided=669.86mm2
Provide 16mm dia bars at 300mm c/c in both ways
22. END PLATE CONNECTION
For an end plate connection, the end plate is shop weld to the
beam web and bolted to the column flange at site.
Number of bolt required =150.85/45.26 =3.33 bolts
Provide 6 bolts
Provide tp= 8 mm
Depth of end plate can be determined from the shear consideration
Therefore provide end plate 200x170x8 mm size
23. ANCHOR BOLT CONNECTION
Pu=523.29kN
Let us provide 20mm diameter bolts of grade 4.6
No of bolts required ,n=277/70.56 = 4 bolts
Hence provide 4 nos of 20mm diameter bolt of 760mm long.