Project 4 - Pre cast concrete 10 storey Building design
•Download as PPTX, PDF•
2 likes•685 views
The document provides details of the structural design of Hotel Louisiana. It includes calculations for loads, modeling in Risa software, slab design, beams and stirrups, reinforcement bars, columns, and checking for deflection and drift. Key aspects of the design are loads were assumed for one wind direction, floors were designed similarly, and beams, columns, and reinforcement sizing were determined using equations accounting for loads and code requirements. The design was checked against code limits for deflection, drift, and other factors and found to meet ACI standards.
Report
Share
Report
Share
Recommended
4. base shear
This document provides steps to calculate seismic input parameters for structural design. It includes determining the seismic coefficient and factors based on occupancy category, soil profile, seismic zone and other site-specific parameters. It then calculates the fundamental period, design base shear, and upper and lower limits on the base shear. The governing design base shear is reported as the output of these calculations.
Senior Design Presentation
WaveTech Industries submitted a proposal to redesign an open canopy hydroplane racing boat hull into a closed canopy configuration for Sun Valley Fiberglass. They used 3D scanning and CAD software to create a new design, then analyzed it using CFD simulations. The simulations showed the candidate design would be stable at angles of attack up to 5 degrees at 150 mph, allowing the project to proceed to production with reasonable assurance of stability.
Trend Based + Reg And Holtns
The document discusses trend-based forecasting methods including double exponential smoothing. Double exponential smoothing uses two smoothing constants and two equations to calculate the intercept and slope over time to forecast future demand. The intercept and slope are updated each period to generate forecasts that factor in the trend observed in historical demand data.
Propeller & Fan Design Optimization
The document discusses using computational fluid dynamics (CFD) simulation to optimize propeller and fan design. It describes how CFD allows designers to test multiple iterations efficiently to maximize power output while minimizing inefficiencies. The demonstration case uses SimScale software to simulate airflow over a propeller at different rotational speeds, extracting performance metrics like thrust, torque and efficiency to inform design decisions.
Steel
This document summarizes a semester project on steel structures by Group 2. It introduces steel structures and their advantages. The objectives of the project are to demonstrate concepts of leadership, teamwork, technical writing and presentation skills through a group design project applying industry design recommendations. It describes modeling the structure in ETABS, preliminary column sizing, and verification of column design against industry standards. It also discusses taking the analysis further through integration with BIM software for quantity take-offs and green energy analysis.
Cee 311(5)
This document discusses the analysis of a braced truss structure under two assumptions. It presents a truss with given member forces and asks to determine the forces in the diagonal members. It then shows the step-by-step working to calculate the diagonal forces under each assumption. Assumption 1 considers the diagonals as slender members that can only resist tension. Assumption 2 considers the diagonals as heavy members that can share the shear force in a panel. The final diagrams show the resulting forces in the diagonals for each assumption.
Aot
This document defines geometric terms and calculates the areas of various trapezoids. It defines a trapezoid as a quadrilateral with one pair of parallel sides called the bases, and the height as the perpendicular distance between the bases. It then calculates the areas of four different trapezoids using the formula Area = 1/2 * (b1 + b2) * h, and sums the areas of two sets of trapezoids.
Cee 317 (3) (structural analysis)
This document provides information about structural analysis of beams and frames. It defines concepts like stiffness, joint stiffness factor, and distribution factor. It provides an example problem of finding the fixed end moment and moments at different joints (MA, MBA, MBC, MC) of a beam with different stiffness values. The procedure described involves identifying joints, calculating stiffness factors, determining distribution factors, calculating fixed end moment by locking joints, distributing moment at joints to reach equilibrium, releasing joints and repeating the process until small correction values are obtained.
Recommended
4. base shear
This document provides steps to calculate seismic input parameters for structural design. It includes determining the seismic coefficient and factors based on occupancy category, soil profile, seismic zone and other site-specific parameters. It then calculates the fundamental period, design base shear, and upper and lower limits on the base shear. The governing design base shear is reported as the output of these calculations.
Senior Design Presentation
WaveTech Industries submitted a proposal to redesign an open canopy hydroplane racing boat hull into a closed canopy configuration for Sun Valley Fiberglass. They used 3D scanning and CAD software to create a new design, then analyzed it using CFD simulations. The simulations showed the candidate design would be stable at angles of attack up to 5 degrees at 150 mph, allowing the project to proceed to production with reasonable assurance of stability.
Trend Based + Reg And Holtns
The document discusses trend-based forecasting methods including double exponential smoothing. Double exponential smoothing uses two smoothing constants and two equations to calculate the intercept and slope over time to forecast future demand. The intercept and slope are updated each period to generate forecasts that factor in the trend observed in historical demand data.
Propeller & Fan Design Optimization
The document discusses using computational fluid dynamics (CFD) simulation to optimize propeller and fan design. It describes how CFD allows designers to test multiple iterations efficiently to maximize power output while minimizing inefficiencies. The demonstration case uses SimScale software to simulate airflow over a propeller at different rotational speeds, extracting performance metrics like thrust, torque and efficiency to inform design decisions.
Steel
This document summarizes a semester project on steel structures by Group 2. It introduces steel structures and their advantages. The objectives of the project are to demonstrate concepts of leadership, teamwork, technical writing and presentation skills through a group design project applying industry design recommendations. It describes modeling the structure in ETABS, preliminary column sizing, and verification of column design against industry standards. It also discusses taking the analysis further through integration with BIM software for quantity take-offs and green energy analysis.
Cee 311(5)
This document discusses the analysis of a braced truss structure under two assumptions. It presents a truss with given member forces and asks to determine the forces in the diagonal members. It then shows the step-by-step working to calculate the diagonal forces under each assumption. Assumption 1 considers the diagonals as slender members that can only resist tension. Assumption 2 considers the diagonals as heavy members that can share the shear force in a panel. The final diagrams show the resulting forces in the diagonals for each assumption.
Aot
This document defines geometric terms and calculates the areas of various trapezoids. It defines a trapezoid as a quadrilateral with one pair of parallel sides called the bases, and the height as the perpendicular distance between the bases. It then calculates the areas of four different trapezoids using the formula Area = 1/2 * (b1 + b2) * h, and sums the areas of two sets of trapezoids.
Cee 317 (3) (structural analysis)
This document provides information about structural analysis of beams and frames. It defines concepts like stiffness, joint stiffness factor, and distribution factor. It provides an example problem of finding the fixed end moment and moments at different joints (MA, MBA, MBC, MC) of a beam with different stiffness values. The procedure described involves identifying joints, calculating stiffness factors, determining distribution factors, calculating fixed end moment by locking joints, distributing moment at joints to reach equilibrium, releasing joints and repeating the process until small correction values are obtained.
Internal Combustion Engine Fundamental Concepts
This presentation was prepared by Mechanical Engineering students during their Internal Combustion Course. Students belong to a very prestigious Engineering institute of Pakistan "University of Engineering and Technology Lahore"
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng MICE
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from CSI ETABS & SAFE with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2.The process of designing elements will not be revolutionised as a result of using Eurocode 2. Due to time constraints and knowledge, I may not be able to address the whole issues.
Sample of Structural Steel Scheduling
This document outlines the fabrication, delivery, erection, and inspection schedule for sections 1-11 of the Spire Tower project with cladding at the 47m level. Key details include:
- Sections 1-11 will be fabricated between March 22-27 and delivered to the site between April 15-24.
- Erection of each section will start 1-4 days after delivery and be completed through welding and inspection between April 16-May 8.
- The schedule provides specific dates for each stage of each section's completion to coordinate the multi-stage construction process.
002 - CDR CMS
The document contains structural drawing information for a basement plan, underpin sections, and construction sequences for typical underpin sections. It lists the drawing name, description, date, revision for four structural drawings by Fidel Karim including a basement plan, underpin sections, and two construction sequence drawings for typical underpin sections.
Tranmission Break
This document contains a parts list and drawings for a transfer case assembly. The parts list includes 12 items that make up the assembly, including a back plate, housing, wedges, pusher components, bearings, shoes, and drum. Accompanying drawings show the assembly from multiple views and sections with labeled parts and dimensions.
Cee311(14)
1. The document discusses methods for calculating the maximum moment at a section C due to moving concentrated loads on a beam.
2. The formula for the moment M at section C is derived as M = I - D, where I is the increase in moment due to loads moving right of C and D is the decrease due to loads moving left of C.
3. The criteria for maximum moment is derived as W1/a = W2/b, where W1 and W2 are loads on either side of C and a and b are their distances from C.
4. An example problem applies these methods to calculate the maximum moment of 1793 k-ft at a section when wheel 4 is located
Cee 311(4)
1) The document provides information about a structural analysis problem involving finding reactions and member forces in a truss structure.
2) Several steps of the solution are shown, finding the reactions RH2=29.2 kN (left), RV2=8.76 kN (up), and member forces A=102.8 kN, B=352 kN, C=50√2 kN, D=50√2 kN.
3) The truss structure and applied loads are defined in a diagram with applied loads and member forces labeled.
DT350 Portfolio (Gilmore)
This document contains several engineering projects completed by Ron Gilmore for his DT350 portfolio including:
1) A site plan project that involved collecting base data, creating a final site plan, and generating a 3D rendering in Sketchup.
2) A differential leveling project where elevations between points were established using instrument heights, backsight readings, and rod readings.
3) A traverse project that involved collecting angle and distance measurements to establish coordinates of survey points.
4) A topography project for Beaver Creek where field data was collected and combined. Research and a conceptual bridge design in Sketchup was also presented.
knight-Layout1
This technical drawing depicts a knight figure with labeled dimensions for its major axis of 13 units, minor axis of 10 units, and an orientation angle of 90 degrees between the two axes. The drawing also contains title blocks identifying the author, date, scale, file information and technical college program.
2016 optimisation of front wing ground clearance - ppt slides
The document discusses the optimization of a wing design for increased ground clearance and front downforce. It outlines using computational fluid dynamics (CFD) to evaluate different flap angles and ground clearances through a design of experiments approach. Initial 2D CFD identified a 20 degree flap angle and 110mm ground clearance. Further 3D CFD optimization iteratively improved the design, resulting in a 30 degree flap angle and 70mm ground clearance, which increased downforce by 30% over the initial design.
any angle lower plate-Layout1
This technical drawing shows dimensions for a lower plate of an any angle tool vice. It includes labeled dimensions for holes, radii, angles, and features of the plate. The drawing title identifies it as the lower plate of an any angle tool vice, and it was drawn by C.J. Ingram for Central Carolina Technical College's Engineering Graphics Technology program.
Rotations
The document discusses rotations of points and triangles around an origin. It provides rules for rotating points clockwise and counterclockwise by 90, 180, 270, and 360 degrees. Examples are given of rotating specific points and triangles by various degrees and directions. Homework problems are assigned involving rotating and reflecting points.
Rail Alliance Event on 25/02/15: Lighting Column Specification - ALC
Rail Alliance Event on 25/02/15: Lighting Column Specification - ALCInstitution of Lighting Professionals
A talk about lighting column specification and the requirements for positioning lighting columns on rail platforms.
Talk by Bob Phelps, ALCWIND LOADING ON LIGHTING STEEL COLUMN - EN 40-3-1:2013
WIND LOADING ON LIGHTING STEEL COLUMN - EN 40-3-1:2013Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng MICE
This document contains calculations for wind loading on a steel lighting column according to EN 40-3-1:2013. It provides geometric data for 8 sections of the column and calculates the wind pressure, speed, and horizontal force on each section. The calculations are based on assumptions about topography, material properties, and the mass of the structure. Key parameters like exposure coefficient, characteristic wind pressure, and shape coefficient are determined for wind load analysis.003 - CMS KG
The document contains a series of numbers and letters that appear to be codes for structural engineering drawings. There are four sections with descriptions for a basement plan, underpin sections, and construction sequences for typical underpin sections by Fidel Karim.
Worked examples - Wind webinar to AS1170.2 - ClearCalcs
1. The document provides wind load calculations for a building project based on AS1170.2 standards.
2. Key inputs include a regional wind speed of 45m/s, building dimensions of 14m x 10m x 6m height, gable roof with 30 degree pitch, and terrain category of numerous closely spaced obstructions.
3. Wind loads are calculated for multiple building surfaces and directions including design ultimate and serviceability wind speeds and internal/external wind pressures.
R W V23
This document appears to be output from structural analysis software showing load values over time for various structural elements labeled A25 through A33. The load values range from -500 to 500 kilonewtons per meter and were generated on October 18, 2015 using ETABS 2015 software for an elevation view of the structural model.
10.01.03.083
Shear Force Diagram is a graphical representation of shear force (V) along the length of a beam subjected to external loads. It is an analytical tool used in structural design to determine member type, size, and material. There are two methods for constructing SFDs - basic and integration. The basic method involves determining support reactions, sectioning the beam, drawing free body diagrams, and calculating shear and moment as a function of position along the beam. SFDs can be used to find maximum shear values, bending moment diagrams, and deflection of beams under different loading conditions such as concentrated, uniform, and variable loads as demonstrated in the examples.
Renovia Apartment Case study 7-15
This document contains summaries of two apartment exterior repaint projects completed by Renovia commercial painting services. The first project involved repainting all buildings, garages, and clubhouse at River Ridge Apartments in Indianapolis. Residents were notified of the work and care was taken to work safely around balconies and belongings. Weekly updates were provided to stakeholders. The second project repainted a 4-story mid-rise building in Nashville. It required logistical planning due to the building's location on a main road. Challenges around access, timing and permits were addressed and the project was completed on schedule before weather changes arrived.
Present status of apartment building approval and construction
The document provides background information on the Department of Urban Development and Building Construction (DUDBC) in Nepal. DUDBC was established in 1970 and has undergone several name and structural changes over time to better address the growing needs of housing, urban planning, and building construction in Nepal. Currently, DUDBC is mandated to regulate the approval and construction of apartment buildings in Kathmandu Valley and ensure they meet necessary safety and quality standards.
Concrete Restoration
Concrete restoration is needed when reinforcement corrosion has damaged concrete. The corrosion occurs due to water and salt penetration through cracks or pores in the concrete. Proper restoration techniques like abrasive blasting, repair material application, and protective coatings can remove corroded concrete, reinforce the structure, and prevent further corrosion.
Preventive Maintenance: Tips to Reduce Facility Costs and Breakdowns
This document summarizes a webcast on preventative maintenance tips for educational facilities. The webcast featured speakers from Prince William County Public Schools and Roosevelt University discussing their preventative maintenance programs and the benefits of implementing a PM program. Tips included selecting a work order and PM tracking system, conducting facility audits, identifying major equipment for PM, setting inspection schedules, and tracking time and costs for PM work. Benefits mentioned were improved safety, managing resources, and avoiding unexpected equipment failures.
More Related Content
What's hot
Internal Combustion Engine Fundamental Concepts
This presentation was prepared by Mechanical Engineering students during their Internal Combustion Course. Students belong to a very prestigious Engineering institute of Pakistan "University of Engineering and Technology Lahore"
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng MICE
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from CSI ETABS & SAFE with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2.The process of designing elements will not be revolutionised as a result of using Eurocode 2. Due to time constraints and knowledge, I may not be able to address the whole issues.
Sample of Structural Steel Scheduling
This document outlines the fabrication, delivery, erection, and inspection schedule for sections 1-11 of the Spire Tower project with cladding at the 47m level. Key details include:
- Sections 1-11 will be fabricated between March 22-27 and delivered to the site between April 15-24.
- Erection of each section will start 1-4 days after delivery and be completed through welding and inspection between April 16-May 8.
- The schedule provides specific dates for each stage of each section's completion to coordinate the multi-stage construction process.
002 - CDR CMS
The document contains structural drawing information for a basement plan, underpin sections, and construction sequences for typical underpin sections. It lists the drawing name, description, date, revision for four structural drawings by Fidel Karim including a basement plan, underpin sections, and two construction sequence drawings for typical underpin sections.
Tranmission Break
This document contains a parts list and drawings for a transfer case assembly. The parts list includes 12 items that make up the assembly, including a back plate, housing, wedges, pusher components, bearings, shoes, and drum. Accompanying drawings show the assembly from multiple views and sections with labeled parts and dimensions.
Cee311(14)
1. The document discusses methods for calculating the maximum moment at a section C due to moving concentrated loads on a beam.
2. The formula for the moment M at section C is derived as M = I - D, where I is the increase in moment due to loads moving right of C and D is the decrease due to loads moving left of C.
3. The criteria for maximum moment is derived as W1/a = W2/b, where W1 and W2 are loads on either side of C and a and b are their distances from C.
4. An example problem applies these methods to calculate the maximum moment of 1793 k-ft at a section when wheel 4 is located
Cee 311(4)
1) The document provides information about a structural analysis problem involving finding reactions and member forces in a truss structure.
2) Several steps of the solution are shown, finding the reactions RH2=29.2 kN (left), RV2=8.76 kN (up), and member forces A=102.8 kN, B=352 kN, C=50√2 kN, D=50√2 kN.
3) The truss structure and applied loads are defined in a diagram with applied loads and member forces labeled.
DT350 Portfolio (Gilmore)
This document contains several engineering projects completed by Ron Gilmore for his DT350 portfolio including:
1) A site plan project that involved collecting base data, creating a final site plan, and generating a 3D rendering in Sketchup.
2) A differential leveling project where elevations between points were established using instrument heights, backsight readings, and rod readings.
3) A traverse project that involved collecting angle and distance measurements to establish coordinates of survey points.
4) A topography project for Beaver Creek where field data was collected and combined. Research and a conceptual bridge design in Sketchup was also presented.
knight-Layout1
This technical drawing depicts a knight figure with labeled dimensions for its major axis of 13 units, minor axis of 10 units, and an orientation angle of 90 degrees between the two axes. The drawing also contains title blocks identifying the author, date, scale, file information and technical college program.
2016 optimisation of front wing ground clearance - ppt slides
The document discusses the optimization of a wing design for increased ground clearance and front downforce. It outlines using computational fluid dynamics (CFD) to evaluate different flap angles and ground clearances through a design of experiments approach. Initial 2D CFD identified a 20 degree flap angle and 110mm ground clearance. Further 3D CFD optimization iteratively improved the design, resulting in a 30 degree flap angle and 70mm ground clearance, which increased downforce by 30% over the initial design.
any angle lower plate-Layout1
This technical drawing shows dimensions for a lower plate of an any angle tool vice. It includes labeled dimensions for holes, radii, angles, and features of the plate. The drawing title identifies it as the lower plate of an any angle tool vice, and it was drawn by C.J. Ingram for Central Carolina Technical College's Engineering Graphics Technology program.
Rotations
The document discusses rotations of points and triangles around an origin. It provides rules for rotating points clockwise and counterclockwise by 90, 180, 270, and 360 degrees. Examples are given of rotating specific points and triangles by various degrees and directions. Homework problems are assigned involving rotating and reflecting points.
Rail Alliance Event on 25/02/15: Lighting Column Specification - ALC
Rail Alliance Event on 25/02/15: Lighting Column Specification - ALCInstitution of Lighting Professionals
A talk about lighting column specification and the requirements for positioning lighting columns on rail platforms.
Talk by Bob Phelps, ALCWIND LOADING ON LIGHTING STEEL COLUMN - EN 40-3-1:2013
WIND LOADING ON LIGHTING STEEL COLUMN - EN 40-3-1:2013Eur Ing Valentinos Neophytou BEng (Hons), MSc, CEng MICE
This document contains calculations for wind loading on a steel lighting column according to EN 40-3-1:2013. It provides geometric data for 8 sections of the column and calculates the wind pressure, speed, and horizontal force on each section. The calculations are based on assumptions about topography, material properties, and the mass of the structure. Key parameters like exposure coefficient, characteristic wind pressure, and shape coefficient are determined for wind load analysis.003 - CMS KG
The document contains a series of numbers and letters that appear to be codes for structural engineering drawings. There are four sections with descriptions for a basement plan, underpin sections, and construction sequences for typical underpin sections by Fidel Karim.
Worked examples - Wind webinar to AS1170.2 - ClearCalcs
1. The document provides wind load calculations for a building project based on AS1170.2 standards.
2. Key inputs include a regional wind speed of 45m/s, building dimensions of 14m x 10m x 6m height, gable roof with 30 degree pitch, and terrain category of numerous closely spaced obstructions.
3. Wind loads are calculated for multiple building surfaces and directions including design ultimate and serviceability wind speeds and internal/external wind pressures.
R W V23
This document appears to be output from structural analysis software showing load values over time for various structural elements labeled A25 through A33. The load values range from -500 to 500 kilonewtons per meter and were generated on October 18, 2015 using ETABS 2015 software for an elevation view of the structural model.
10.01.03.083
Shear Force Diagram is a graphical representation of shear force (V) along the length of a beam subjected to external loads. It is an analytical tool used in structural design to determine member type, size, and material. There are two methods for constructing SFDs - basic and integration. The basic method involves determining support reactions, sectioning the beam, drawing free body diagrams, and calculating shear and moment as a function of position along the beam. SFDs can be used to find maximum shear values, bending moment diagrams, and deflection of beams under different loading conditions such as concentrated, uniform, and variable loads as demonstrated in the examples.
What's hot (18)
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2
2016 optimisation of front wing ground clearance - ppt slides
2016 optimisation of front wing ground clearance - ppt slides
Rail Alliance Event on 25/02/15: Lighting Column Specification - ALC
Rail Alliance Event on 25/02/15: Lighting Column Specification - ALC
WIND LOADING ON LIGHTING STEEL COLUMN - EN 40-3-1:2013
WIND LOADING ON LIGHTING STEEL COLUMN - EN 40-3-1:2013
Worked examples - Wind webinar to AS1170.2 - ClearCalcs
Worked examples - Wind webinar to AS1170.2 - ClearCalcs
Viewers also liked
Renovia Apartment Case study 7-15
This document contains summaries of two apartment exterior repaint projects completed by Renovia commercial painting services. The first project involved repainting all buildings, garages, and clubhouse at River Ridge Apartments in Indianapolis. Residents were notified of the work and care was taken to work safely around balconies and belongings. Weekly updates were provided to stakeholders. The second project repainted a 4-story mid-rise building in Nashville. It required logistical planning due to the building's location on a main road. Challenges around access, timing and permits were addressed and the project was completed on schedule before weather changes arrived.
Present status of apartment building approval and construction
The document provides background information on the Department of Urban Development and Building Construction (DUDBC) in Nepal. DUDBC was established in 1970 and has undergone several name and structural changes over time to better address the growing needs of housing, urban planning, and building construction in Nepal. Currently, DUDBC is mandated to regulate the approval and construction of apartment buildings in Kathmandu Valley and ensure they meet necessary safety and quality standards.
Concrete Restoration
Concrete restoration is needed when reinforcement corrosion has damaged concrete. The corrosion occurs due to water and salt penetration through cracks or pores in the concrete. Proper restoration techniques like abrasive blasting, repair material application, and protective coatings can remove corroded concrete, reinforce the structure, and prevent further corrosion.
Preventive Maintenance: Tips to Reduce Facility Costs and Breakdowns
This document summarizes a webcast on preventative maintenance tips for educational facilities. The webcast featured speakers from Prince William County Public Schools and Roosevelt University discussing their preventative maintenance programs and the benefits of implementing a PM program. Tips included selecting a work order and PM tracking system, conducting facility audits, identifying major equipment for PM, setting inspection schedules, and tracking time and costs for PM work. Benefits mentioned were improved safety, managing resources, and avoiding unexpected equipment failures.
building services
This document discusses maintenance works for civil engineering buildings. It defines various types of maintenance like planned, unplanned, preventative, and corrective maintenance. Preventative maintenance involves routine inspections and repairs to reduce the likelihood of failures. Corrective maintenance repairs items after failures occur. Regular maintenance is important to maintain building value, safety, and maximize the lifespan of building components. It also outlines the responsibilities, schedules, and factors that influence the effectiveness of different maintenance approaches.
Start & Maintain an Energy Management Plan: It Makes Good Sense (from ASBO MD...
You don’t have to spend a ton of capital or energy to save on both utility costs and consumption. Learn practical tips for both starting and maintaining an effective energy management plan that reduces costs and usage.
Maintenance Management
This document discusses maintenance management. It outlines different types of maintenance including breakdown, preventive, predictive, routine, and planned maintenance. The objectives of maintenance are to minimize downtime and costs while keeping assets operational. Maintenance involves civil, mechanical, and electrical areas. A key point is that total maintenance costs include commitment costs, preventive maintenance costs, and breakdown costs, with the optimal policy balancing these to achieve the lowest overall costs.
staad pro v8i ss6 analysis and design of r.c.c. structure
Staad Pro V8i SS6 is the latest version for the structural design of R.C.C. buildings, bridges, silos, bunkers, water tanks, steel structures, etc. Here is the notebook personally made that has every little information how to use this software. Containing from how to make a geometry to design of columns and beams. i hope it will be useful as i have work hard to cover all the aspect required.
Prof. Dr. Aziz I. Abdulla C.V., English Edition
Prof. Dr. Aziz I. Abdulla C.V., English
Structural Engineering
Ferrocement
Strengthening of RC beams
CFRP
Wire-Mesh Epoxy
Enhancing of Adhesive properties
Recycle of Solid Waste
Grillage Analogy
Promoting preventive mitigation of buildings against hurricanes
PROMOTING PREVENTIVE MITIGATION OF BUILDINGS AGAINST HURRICANES THROUGH ENHANCED RISK-ASSESSMENT AND DECISION MAKING
Maintenance work
This document discusses different types of maintenance for plants and equipment. It describes planned maintenance which includes preventive, corrective, and predictive maintenance. Preventive maintenance is carried out at predetermined intervals to reduce failures and includes running, scheduled, and shutdown maintenance. Corrective maintenance is performed after a failure to address the source of the problem. The key difference between preventive and corrective maintenance is timing - preventive is before and corrective is after a problem.
Practical project risk assessment, presented by Simon White, 10th Oct 2016, A...
Practical project risk assessment, presented by Simon White, 10th Oct 2016, A...Association for Project Management
Practical project risk assessment
Presented by Simon White
Monday 10th October 2016
APM North West branch and Risk SIG conference
Alderley Park, MacclesfieldFerrouscementhouse 2
Cement and concrete are used interchangeably but there are technical distinctions and the meaning of cement has changed since the mid-nineteenth century when ferrocement originated. Ferro- means iron although metal commonly used in ferro-cement is the iron alloy steel. Cement in the nineteenth century and earlier meant mortar[2] or broken stone or tile mixed with lime and water to form a strong mortar.[3] Today cement usually means Portland cement,[4] Mortar is a paste of a binder (usually Portland cement), sand and water; and concrete is a fluid mixture of Portland cement, sand, water and crushed stone aggregate which is poured into formwork (shuttering). Ferro-concrete is the original name of reinforced concrete (armored concrete) known at least since the 1890s and in 1903 it was well described in London's Society of Engineer's Journal[5] but is now widely confused with ferrocement.
High rise construction
This whole ppt is about high rise construction... Having types..
why it is necessary.. and much more with literature study..
i hope u will like it..
Staad. pro tuto
This document provides an overview of the history and purpose of the STAAD Pro software. It was one of the first structural analysis programs, originally developed for DOS systems. It has since evolved to have a graphical user interface for Windows systems. The document outlines the basic four step process for using STAAD Pro to analyze and design structural models: creating geometry, assigning properties/loads, performing analysis, and reviewing results. It serves as an introduction for new users to understand the capabilities and workflow of the STAAD Pro program.
Steel Jacketed Rc Column
This document discusses retrofitting reinforced concrete bridge columns with steel jackets to improve their performance during earthquakes. It begins with a literature review on earthquakes, building failures, and steel jacketing. It then describes a parametric study analyzing the behavior of reinforced concrete columns with and without steel jackets subjected to biaxial bending and axial loads from different earthquake modes. The results show that steel jacketing enhances column capacity, reduces lateral deflection, and increases ductility. In conclusion, steel jacketing is an effective retrofitting technique to improve column performance during seismic events.
flexural behaviour of ferrocement
ABSTRACT
Ferrocement addition in cement mortar or concrete increases the performance of material. The present paper describes the results of testing flat ferrocement panels reinforced with different number of wire mesh layers. The main objective of these experimental tests is to study the effect of using different numbers of wire mesh layers on the flexural strength of flat ferrocement panels and to compare the effect of varying the number of wire mesh layers on the ductility and the ultimate strength of these types of ferrocement structures.
The used number of wire mesh layers is one, two, three and four layers.
The experimental results show that flexural strength of the folded panels increased by 37% and 90% for panels having 2 and 3 wire mesh layers respectively, copared with that having single layer, while for flat panel the increase in flexural strength compared with panel of plan mortar is 4.5%, 65% and 68% for panels having 1, 2 and 3 wire mesh layers respectively. The strength capacity of the folded panels, having the particular geometry used in the present study, is in the order of 3.5 to 5 times that of the corresponding flat panels having the same number of wire mesh layers. Both types are also analyzed using finite element method to check the flexural stresses in these panels under self weight and cracking load.
Keywords: Ferrocement, Flat Panel, Mortar, Wire Mesh.
Practical project risk assessment, Simon White
This document discusses risk management services provided by Trigo White Ltd, including risk workshop facilitation, qualitative and quantitative risk assessment, and development of risk management plans and risk registers. It provides details on Trigo White's approach to facilitating risk workshops, including identifying, qualifying, and capturing risks and mitigation options. It also summarizes how Trigo White can perform quantitative risk assessment, including modeling the impact of risks on project schedules and costs, and determining an overall contingency level based on risk.
Maintenance Management (presentation)
Maintenance management involves keeping equipment running at high capacity and low cost through a set of organized activities. The objectives of maintenance include efficient use of personnel, maximizing equipment life, reliability, quality, safety and minimizing costs and interruptions. There are various types of maintenance like preventive, corrective, and predictive. Preventive maintenance involves scheduled, running and shutdown maintenance to prevent failures. Corrective maintenance repairs equipment after failure through breakdown or shutdown maintenance. Predictive maintenance predicts failures through condition monitoring.
Viewers also liked (20)
Present status of apartment building approval and construction
Present status of apartment building approval and construction
Preventive Maintenance: Tips to Reduce Facility Costs and Breakdowns
Preventive Maintenance: Tips to Reduce Facility Costs and Breakdowns
Start & Maintain an Energy Management Plan: It Makes Good Sense (from ASBO MD...
Start & Maintain an Energy Management Plan: It Makes Good Sense (from ASBO MD...
staad pro v8i ss6 analysis and design of r.c.c. structure
staad pro v8i ss6 analysis and design of r.c.c. structure
Promoting preventive mitigation of buildings against hurricanes
Promoting preventive mitigation of buildings against hurricanes
Practical project risk assessment, presented by Simon White, 10th Oct 2016, A...
Practical project risk assessment, presented by Simon White, 10th Oct 2016, A...
Similar to Project 4 - Pre cast concrete 10 storey Building design
Camber design
This document provides guidance on designing camber for plate girders. It outlines a step-by-step process for determining camber curves, including: determining the necessary number of camber diagrams based on bridge geometry; selecting points along each girder segment to define the camber curve; calculating maximum adjusted top-of-web elevations and exact camber values at each point; and plotting the camber diagram to define the camber curve shape within tolerances. An example calculation is also provided to demonstrate applying the process to a two-span plate girder bridge.
MAIN CANOPY BAJAJ HR(22.09.2016)
This document provides structural calculations for the main canopy of a building located in Mumbai. It includes STAAD analysis of the steel structure, material properties, load assumptions, and results of the analysis. Key sections analyzed include the outer MS frame, inner MS frame, supporting MS pipes and tubes. Loads considered are self-weight, wind load, and live load. The analysis checks the steel structure for deflection under these loads.
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16.pdf
The document discusses the design of slabs and flat slabs according to EC2. It covers designing for shear in slabs, including punching shear. It discusses detailing requirements for solid slabs. For flat slab design, it provides an example of flexural design. Key aspects covered include:
- Three approaches for designing shear reinforcement in slabs
- Determining shear resistance without shear reinforcement
- Requirements for punching shear including control perimeters and calculating shear stress
- Determining the need for and design of punching shear reinforcement
- Worked example of punching shear design at a column
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16 (1).pdf
The document discusses the design of slabs and flat slabs according to EC2. It covers designing for shear in slabs, including punching shear. It discusses detailing requirements for solid slabs. For flat slab design, it provides an example of flexural design. Key aspects covered include:
- Three approaches for designing shear reinforcement in slabs
- Determining shear resistance without shear reinforcement
- Punching shear requirements including control perimeters and shear stress calculation
- Determining required shear reinforcement area for punching shear
- Detailing requirements for solid slabs
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16 (1).pdf
The document discusses the design of slabs and flat slabs according to EC2. It covers designing for shear in slabs, including punching shear. It discusses detailing requirements for solid slabs. For flat slab design, it provides an example of flexural design. Key aspects covered include:
- Three approaches for designing shear reinforcement in slabs
- Determining shear resistance without shear reinforcement
- Punching shear requirements including control perimeters and shear stress calculation
- Determining required shear reinforcement area for punching shear
- Detailing requirements for solid slabs
Design Assessment and Parametric Study of Expansion Bellow
1. This document presents the design, parametric study, and analysis of an expansion bellow. The author developed a U-shaped expansion bellow design using ASME and EJMA design codes and conducted a finite element analysis.
2. A parametric study was carried out to analyze how changes in design parameters like diameter, pitch, length, pressure, and temperature affect the total stress on the bellow. The study found that total stress initially increases then decreases with changes to these parameters.
3. The stress components and cycle life were calculated and compared between the ASME and EJMA designs. The EJMA design produced lower stresses and higher cycle life compared to the ASME design.
ppt.pptx
This document summarizes the analysis and design of the Tareq Al-Alool building located in Nablus, Palestine. It includes background information, analysis inputs such as material properties and loads, conceptual design of structural elements like slabs, beams, columns, and shear walls. ETABS modeling was used to analyze the building and check designs. Reinforced concrete elements were designed to satisfy strength, serviceability, and code requirements.
Comparative Analysis of Conventional Steel Structure with Diagrid Structures ...
This document compares the performance of a conventional steel structure to diagrid structures with varying angles (30°, 45°, 55°, 65°) through analysis of a 50-story steel building modelled in ETABS. Key results analyzed include time period, base shear, story displacement, story drift, and member forces. Diagrid structures were found to have shorter time periods and reduced displacements compared to the conventional steel frame, with 55° and 65° diagrids performing best by resisting lateral forces most effectively. Analysis of story drift also showed 55° and 65° diagrids provided better resistance to lateral loads than other structural systems.
Tower smart tower_detailing_tips_series_2
While reducing steel weight through techniques like removing gusset plates can save thousands in material costs, it's important to also consider manufacturing costs which may exceed savings from lighter designs. Bending angles is becoming more expensive than adding steel with bent plates due to automated manufacturing methods now used. When providing manufacturing data, detailers must include allowances for bends and specify pre- versus post-bend operations to ensure accurate fabrication.
Die design optimization and die stress analysis of control arm by simulation
The main objectives are as follows:
1.To develop a model for the automotive component “Control Arm”
2.To analyse the simulation trials
3.To optimize the Stress
Design of a Gear Reducer for a Tractor
This document summarizes the design of a gear reducer for a tractor. It describes the design of two gear pairs, three shafts, and keys to connect the gears to the shafts. Calculations were done to select gear materials, dimensions, and ensure safety factors were adequate to withstand the loads from the tractor's 22 horsepower engine producing 1800 RPM at the input shaft. The design was intended to fit within a 22" x 22" x 25" gearbox and reduce the input speed to between 330-335 RPM at the output shaft.
One way
The document summarizes the design of beams for a reinforced concrete building. It provides the design loads and material properties. It then calculates the beam sizes, reinforcement requirements, and shear design for different beam locations. Diagrams show the final beam reinforcement details.
22.sesmic analysis of building.pdf
This document summarizes the seismic analysis of an 8-story building using both manual calculations and ETABS software. The building is modeled in ETABS and analyzed. The results from ETABS are then compared to manual calculations done according to IS 1893:2002. Both methods produce similar but not identical results for the seismic weight, base shear, and distribution of base shear to each floor. The analysis demonstrates how to model the building in ETABS and perform seismic analysis using the software. Some minor variations are seen between the manual and ETABS results. Overall, the document shows that ETABS can accurately model and analyze seismic loading on the building based on Indian code IS 1893:2002.
22.sesmic analysis of building.pdf
This document compares the seismic analysis of an 8-story building using manual calculations and ETABS software. A 22.5m x 22.5m reinforced concrete building with a height of 24m was modeled. Dead, live, and seismic loads were calculated manually according to Indian code IS 1893:2002 and applied in ETABS. Time period, design base shear, and distribution of shear to floors were determined by both methods. Results from the two approaches were similar but not identical, with manual calculations giving slightly higher base shear values. The document provides guidelines for performing seismic coefficient analysis both manually and in ETABS and concludes that either method can accurately analyze building response.
Development of mathematical using doe to analyse the ang (1)
This document presents a study that develops a mathematical model to predict angular distortion in gas tungsten arc welding (GTAW) of 202 grade stainless steel plates. Experiments were conducted using a central composite design of experiments with welding current, speed, gas flow rate, gun angle, and plate length as factors. Regression analysis was performed to develop a second-order quadratic model relating these factors to angular distortion. The model was found to predict angular distortion with 95% accuracy and can be used to analyze the effects of different process parameter combinations on distortion within the studied ranges.
IRJET- Analysis and Design of High-Rise RC Structure in Different Seismic Zones
This document analyzes and compares the design of a 15-story reinforced concrete structure with an H-shape in different seismic zones of India. Two models are considered - one with connecting beams between the wings of the H-shape and one without. Both models are modeled and analyzed in STAAD Pro software. The results, including shear forces, bending moments, deflections, and steel reinforcement percentages, are compared for the two models across zones II through V. The analysis shows marginal differences between the two models, with the model without connecting beams performing slightly worse in some parameters. The document concludes that connecting beams have little impact on the structural behavior but can improve construction.
gp2_2.pptx
1. The document describes a 3D dynamic analysis and design of Odeh's Hotel in Nablus, Palestine.
2. Preliminary dimensions and a 3D model of the hotel structure were created, divided into two blocks with seven stories each.
3. A dynamic analysis was performed to calculate seismic parameters like spectral response accelerations based on the soil type and seismic zone of Nablus.
CNC Machining of Face Cam on a Cylindrical Sector
Machining of Face Cam for Loader’s Fire safety switch in an Armoured Fighting Vehicle involves
establishment of required cam profile and surface finish for the effective functioning and smooth travel of the
cam follower. This paper discusses different approaches followed in the development Face cam and its
machining methods, cutting tools and cutting parameters.
INTRODUCTION TO STRUCUTRAL DESIGN RCC PRESENTATION
STRUCUTRAL DESIGN RCC PRESENTATION
INCLUDES DESIGN OF SLAB, BEAM, COLUMN, FOUNDATION
STADD.PRO INTRODUCTION
AND AUTOCAD INTERFACE
LOAD CALCULATION AND FORMULA
RSS-Section
This document provides information on GRK Fasteners rugged structural screws (RSS). It includes specifications, advantages, descriptions, performance comparisons to lag bolts, factored resistance tables for various wood types and screw sizes, spacing requirements, and maximum deck joist spans using the screws. The screws are made of hardened steel and have features like CEE threads, recessed star drives and climatek coatings that provide strength, reduced splitting, and corrosion resistance for structural applications like decks, beams, and floor systems. Tables provide factored resistances for withdrawal and lateral loads to enable structural design and code compliance.
Similar to Project 4 - Pre cast concrete 10 storey Building design (20)
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16.pdf
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16.pdf
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16 (1).pdf
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16 (1).pdf
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16 (1).pdf
Lecture-5-Slabs-and-Flat-Slabs-PHG-N-Rev13-15-Oct-16 (1).pdf
Design Assessment and Parametric Study of Expansion Bellow
Design Assessment and Parametric Study of Expansion Bellow
Comparative Analysis of Conventional Steel Structure with Diagrid Structures ...
Comparative Analysis of Conventional Steel Structure with Diagrid Structures ...
Die design optimization and die stress analysis of control arm by simulation
Die design optimization and die stress analysis of control arm by simulation
Development of mathematical using doe to analyse the ang (1)
Development of mathematical using doe to analyse the ang (1)
IRJET- Analysis and Design of High-Rise RC Structure in Different Seismic Zones
IRJET- Analysis and Design of High-Rise RC Structure in Different Seismic Zones
INTRODUCTION TO STRUCUTRAL DESIGN RCC PRESENTATION
INTRODUCTION TO STRUCUTRAL DESIGN RCC PRESENTATION
Project 4 - Pre cast concrete 10 storey Building design
- 1. Dinesha , German, Victor, Suganeya HOTEL LOUISIANA
- 2. Design Procedure Loads Risa Slab Beams Strirrup Columns Deflection and drift
- 3. Building’s Front Frame Building overview
- 4. Building’s Side Frame Building overview
- 5. Design Assumptions Fs = 2/3fy All the floors behave the same Analyzed only B1, B2, B3, G2, G3, G5, and G6 Wind load was assumed to be only in one direction Columns came to different size than assumed.
- 8. Design loads on Risa software
- 9. Calculations done by RISA Software
- 10. Slab Calculations Our different calculations for slab were for: • Top floor (Roof) • Mid floors The following figure are the moment coefficients for service moment calculations for the slabs.
- 11. Slab Design
- 13. Moment Diagram
- 15. Reinforcement Bars Equations used 1.2D + 1.6L 1.2D + 1W + 1L + 0.5S 0.9D + 1W 1.4D Beams/Girders Selected Moment (k.ft) ROOF 5TH FLOOR GROUND FLOOR B-1 225 377 428 B-3 374 505 583 G-1 291 382 385 G-2 261 378 376 G-5 498 658 568 G-6 429 561 560 B-2 562 604 604
- 16. Reinforcement Bars #8 and #10 bars are used in our design Beams/Girders Selected Bars ROOF 5TH FLOOR GROUND FLOOR B-1 5 #8 7 #8 8#8 B-3 7 #8 6 #10 7 #10 G-1 6 #8 7 #8 8 #8 G-2 3 #10 7 #8 7 #8 G-5 6 #10 8#10 7 #10 G-6 9 #8 7 #10 7 #10 B-2 7 #10 7#10 7 #10
- 17. Reinforcement Bars Depth of compression block < 7.5in Ɛt > 0.005 = Tension controlled Sactual < Smaximum = Minimized cracking
- 19. Shear forces
- 21. Stirrups Bars used was either #3 or #4 Spacing varied by beam Shear forces obtained from Risa Math cad made it simple to find spacing Stirrups spacing for Hotel Stirrups for G-5 and G-6 Member Vu (kips) Vn required Vn actual max spacing Spacing Stirrups top floor51 (G5) 10th 76 101.333 102.89 11 10 #4@10 top floor52 (G6) 10th 59 78.667 79.295 11 10 #3@10 mid floor71 (G5) 5th 62 82.667 86.597 11 8 #3@8 mid floor72 (G6) 5th 64 85.333 86.597 11 8 #3@8 bottom floor 91 (G5) 66.341 88.455 91.812 11 7 #3@7 bottom floor 92 (G6) 67.85 90.467 91.812 11 7 #3@7
- 22. Math Cad Calculation sample An example of how stirrups were found.
- 23. Columns
- 24. Axial force
- 25. Moments
- 28. Columns Design
- 31. Beam Deflection We did not calculate deflection Because we meet ACI requirements for beams If we plug our values in table 9.3.1.1 we are ok according to the code. Maximum deflection limitation from ACI code : l/360 = 1.13 inch Deflection of Hotel Louisiana = 0.36 inch
- 32. Drift Same goes for drift, we found Maximum drift limitation from ACI code : h/400 = 3.795 inch Max Drift of Hotel Louisiana = 1.1 inch
- 33. Maximum drift limitation from ACI code : h/400 = 3.795 inch Max Drift of Hotel Louisiana = 1.1 inch
- 34. Conclussion Hotel Louisiana meets ACI requirements. Could have gone more cost effective design.
- 35. Thank you!
- 36. Questions?