Six stored Hospital Building in Dhaka
•Download as PPTX, PDF•
0 likes•278 views
This document provides details about a computer aided structural design project for a 6-story hospital building. It includes the building specifications, material properties, grid layout, structural elements, load cases, load combinations, and earthquake load calculations according to BNBC 2006 code. It also shows the 3D model of the building, load assignments, deformation shapes, design checks of beams and columns, and reinforcement checks confirming the design is adequate.
Report
Share
Report
Share
Recommended
Design Procedure of Singly,Doubly & T-Beam(As Per ACI code)
Content:
-USD(Ultimate Strength Design)
-Classification of beam with respect to design system
-Assumptions
-Evolution of design parameters
-Moment Factors Kn,
-Balanced Reinforcement Ratio b
-Calculating Strength Reduction Factor
-Calculating
-Design procedure for Singly Reinforced Beam
-Design procedure for Doubly Reinforced Beam
-Design procedure for T-Beam
-Appendix
Numerical Simulation of Pile using PLAXIS
This document summarizes field tests and numerical simulations conducted by Naveen B.P. on various geotechnical structures. It describes field load tests on single piles under vertical and lateral loads. It also discusses numerical modeling of pile load tests in PLAXIS and compares the results to field data. Additionally, it examines soil nailing analysis, lateral monitoring of secant pile walls, and a comparison of FLAC 3D and PLAXIS 3D for laterally loaded pile analysis. The document provides details of field experience with various pile load tests and numerical modeling techniques for evaluating pile behavior.
Sums on Rigid Pavement Design
This document provides examples of calculations related to rigid pavement design, including:
1) Calculating the spacing between contraction joints for plain and reinforced concrete slabs of varying thickness and reinforcement.
2) Computing the radius of relative stiffness for concrete slabs over subgrade, given slab properties and subgrade modulus.
3) Determining wheel load stresses, dowel bar sizing and spacing, equivalent resisting section radius, and contraction joint tensile stress.
4) Summarizing the process for designing a rigid pavement using Westergaard wheel load and wrapping stress equations at the slab edge.
RCC STRUCTURE DESIGN PROVISION AS PER BNBC 2017
This document summarizes a presentation on seismic loading based on the Bangladesh National Building Code (BNBC) 2017. It discusses various types of loads that must be considered in structural design like dead, live, earthquake, and wind loads. It also describes lateral force resisting systems like shear walls, braced frames, and moment resistant frames. Plan and vertical irregularities are defined and the short column problem is explained. Design recommendations are provided for earthquake resistant buildings including structural simplicity and redundancy. Site classification is described based on soil properties.
Design project
1) This document describes the design of a residential building located in Sirumalai, Dindigul district. It is a G+2 storied building located in a congested area without setbacks.
2) The methodology section outlines the process of drawing plans, locating columns and beams, applying dimensions, calculating loads, analyzing shear and bending moments, identifying critical structural elements, and designing the slab, beams, columns, and footings.
3) Key aspects of the design include the load calculations, analysis of the critical frame, design of the slab, beams, columns, and edge and corner footings. Reinforcement is designed according to code provisions.
Rcc structure design by etabs (acecoms)
The document provides step-by-step instructions for modeling, analyzing, and designing a 10-story reinforced concrete building using ETABS. It defines the material properties, section properties, load cases, and equivalent lateral force parameters. The steps include starting a new model, defining section properties for beams, columns, slabs, and walls, assigning the sections, defining load cases, and specifying the analysis and design procedures.
Modes of failure of retaining walls
The document discusses various types of retaining walls and their failure modes. It describes gravity, semi-gravity, cantilever, counterfort, and buttress retaining walls. The five modes of failure are identified as sliding, overturning, bearing capacity, shallow shear, and deep shear failures. Factors of safety are provided for each failure mode. Two case studies of retaining wall collapses are also summarized.
Residential Building using Pre-Engineered Steel Beam-Column(G+1)
Modelling, Design and Analysis of two storey residential building in Guduvancherry using pre-engineered Steel Beam-Column and cast in-situ slabs.
Recommended
Design Procedure of Singly,Doubly & T-Beam(As Per ACI code)
Content:
-USD(Ultimate Strength Design)
-Classification of beam with respect to design system
-Assumptions
-Evolution of design parameters
-Moment Factors Kn,
-Balanced Reinforcement Ratio b
-Calculating Strength Reduction Factor
-Calculating
-Design procedure for Singly Reinforced Beam
-Design procedure for Doubly Reinforced Beam
-Design procedure for T-Beam
-Appendix
Numerical Simulation of Pile using PLAXIS
This document summarizes field tests and numerical simulations conducted by Naveen B.P. on various geotechnical structures. It describes field load tests on single piles under vertical and lateral loads. It also discusses numerical modeling of pile load tests in PLAXIS and compares the results to field data. Additionally, it examines soil nailing analysis, lateral monitoring of secant pile walls, and a comparison of FLAC 3D and PLAXIS 3D for laterally loaded pile analysis. The document provides details of field experience with various pile load tests and numerical modeling techniques for evaluating pile behavior.
Sums on Rigid Pavement Design
This document provides examples of calculations related to rigid pavement design, including:
1) Calculating the spacing between contraction joints for plain and reinforced concrete slabs of varying thickness and reinforcement.
2) Computing the radius of relative stiffness for concrete slabs over subgrade, given slab properties and subgrade modulus.
3) Determining wheel load stresses, dowel bar sizing and spacing, equivalent resisting section radius, and contraction joint tensile stress.
4) Summarizing the process for designing a rigid pavement using Westergaard wheel load and wrapping stress equations at the slab edge.
RCC STRUCTURE DESIGN PROVISION AS PER BNBC 2017
This document summarizes a presentation on seismic loading based on the Bangladesh National Building Code (BNBC) 2017. It discusses various types of loads that must be considered in structural design like dead, live, earthquake, and wind loads. It also describes lateral force resisting systems like shear walls, braced frames, and moment resistant frames. Plan and vertical irregularities are defined and the short column problem is explained. Design recommendations are provided for earthquake resistant buildings including structural simplicity and redundancy. Site classification is described based on soil properties.
Design project
1) This document describes the design of a residential building located in Sirumalai, Dindigul district. It is a G+2 storied building located in a congested area without setbacks.
2) The methodology section outlines the process of drawing plans, locating columns and beams, applying dimensions, calculating loads, analyzing shear and bending moments, identifying critical structural elements, and designing the slab, beams, columns, and footings.
3) Key aspects of the design include the load calculations, analysis of the critical frame, design of the slab, beams, columns, and edge and corner footings. Reinforcement is designed according to code provisions.
Rcc structure design by etabs (acecoms)
The document provides step-by-step instructions for modeling, analyzing, and designing a 10-story reinforced concrete building using ETABS. It defines the material properties, section properties, load cases, and equivalent lateral force parameters. The steps include starting a new model, defining section properties for beams, columns, slabs, and walls, assigning the sections, defining load cases, and specifying the analysis and design procedures.
Modes of failure of retaining walls
The document discusses various types of retaining walls and their failure modes. It describes gravity, semi-gravity, cantilever, counterfort, and buttress retaining walls. The five modes of failure are identified as sliding, overturning, bearing capacity, shallow shear, and deep shear failures. Factors of safety are provided for each failure mode. Two case studies of retaining wall collapses are also summarized.
Residential Building using Pre-Engineered Steel Beam-Column(G+1)
Modelling, Design and Analysis of two storey residential building in Guduvancherry using pre-engineered Steel Beam-Column and cast in-situ slabs.
1st Semester M Tech Structural Engineering (Dec-2013) Question Papers
1st Semester M Tech Structural Engineering (Dec-2013) Question Papers BGS Institute of Technology, Adichunchanagiri University (ACU)
This document contains an examination for the subject Mechanics of Deformable Bodies. It asks students to:
1) Explain stress and strain at a point and derive the differential form of equilibrium equations in three dimensions.
2) Determine if given stress components satisfy equilibrium equations at a given point (1, -1, 2), and if not, determine the required body force vector.
3) Derive expressions for normal and shear strains in terms of displacements for an infinitesimal element, and define principal planes and stresses.
The document contains multiple choice and long answer questions testing students' understanding of stress, strain, equilibrium, and other core topics in mechanics of deformable bodies.Rcc member design steps
The document provides steps for designing different structural elements:
1. Design of a beam subjected to torsion including calculation of torsional and bending moments, determination of steel requirements, and detailing.
2. Design of continuous beams involving calculation of bending moments and shears, reinforcement sizing, shear design, deflection check, and detailing including curtailment.
3. Design of circular water tanks with both flexible base and rigid base using approximate and IS code methods. This includes sizing hoop and vertical tension reinforcement, sizing wall thickness, designing cantilever sections and base slabs, and providing detailing diagrams.
Design of combined footing ppt
The document discusses the design of a combined footing to support two columns. It first defines what a combined footing is and why it is used. It then describes the types of combined footings and the forces acting on it. The document provides the design steps for a rectangular combined footing, which include determining dimensions, reinforcement requirements, and design checks. As an example, it shows the detailed design of a rectangular combined footing supporting two columns with loads of 450kN and 650kN respectively. The design includes calculating dimensions, reinforcement, development lengths, and design checks.
Caisson foundation.ppt
This seminar report discusses caisson foundations. Caissons are watertight structures used for deep foundations under water, such as for bridges, piers, and docks. There are three main types - open, box, and pneumatic caissons. Caissons can take various shapes and are used when foundations need to extend below riverbeds or in deep water. Advantages include ability to reach large depths, but difficulties include tilting or sinking during construction. Caisson diseases can affect workers if decompressed too quickly from pressurized conditions.
Project
This document provides an overview of a project report on designing a multi-storied reinforced concrete building using ETABS software. The objectives are to analyze, design, and detail the structural components of the building. The methodology involves preparing CAD drawings, calculating loads, analyzing the structure, and designing and detailing structural elements. The building to be designed is a residential building with ground + 5 floors located in Chalikkavattom. Loads like dead, live, wind, and seismic loads will be calculated according to Indian codes and applied in the ETABS analysis model.
Design calculations of raft foundation
This document summarizes the design of a raft foundation for a given structure. Key details include:
- The raft is divided into three strips (C-C, B-B, A-A) in the x-direction based on soil pressure.
- Maximum soil pressure is 60.547 kN/m^2 and maximum bending moment is 445.02 kNm.
- The required raft depth is determined to be 860 mm to resist bending and punching shear.
- Longitudinal and transverse reinforcement of 20 mm bars at 200 mm and 220 mm centers respectively are designed.
Is code 456 2000
This document is the Indian Standard Code of Practice for Plain and Reinforced Concrete. It provides guidelines for the design, materials, construction and quality control of concrete structures. The summary highlights:
1) This is the fourth revision of the standard which was originally published in 1953 and revised in 1957, 1964, and 1978.
2) Major changes in this revision include expanded guidance on durability design, simplified acceptance criteria aligned with international standards, and additional concrete grades and exposure conditions.
3) The revision aims to keep up with developments in concrete technology and incorporate improvements based on experience using earlier versions.
Retaining wall
This document provides an overview of different types of retaining walls, including gravity, cantilever, counterfort, sheet pile, and diaphragm walls. It discusses the key components and design considerations for gravity and cantilever retaining walls. Gravity walls rely on their own weight for stability, while cantilever walls consist of a vertical stem with a heel and toe slab acting as a cantilever beam. The document also covers lateral earth pressures, drainage of retaining walls, uses of sheet pile walls, and construction methods for diaphragm walls.
Earth pressure
This document discusses soil mechanics concepts related to lateral earth pressure. It defines active and passive earth pressures and describes Rankine's theory and assumptions for calculating lateral pressures on retaining walls. Equations are provided for determining active and passive earth pressure coefficients and distributions for cohesionless and cohesive soils. The effects of groundwater, surcharges, and sloping backfills are also examined. Sample problems are included to calculate lateral earth pressures and forces on retaining walls for different soil and loading conditions.
Determination of Immediate Settlement
This slide will help you to determine the immediate settlement for flexible foundation i.e. isolate footing and rigid foundation i.e. matt or raft foundation. To be more clear about the topic a numerical problem with the solution is given.
Load carrying capacity of piles
- There are four main methods to measure the load carrying capacity of piles: static methods, dynamic formulas, in-situ penetration tests, and pile load tests.
- The ultimate load capacity (Qu) of an individual pile or pile group equals the sum of the point resistance (Qp) at the pile tip and the shaft resistance (Qs) developed along the pile shaft through friction between the soil and pile.
- Meyerhof's method is commonly used to calculate Qp in sand based on the effective vertical pressure at the pile tip multiplied by the bearing capacity factor Nq.
Design of rcc structures
This document provides definitions and explanations of key concepts in reinforced concrete design. It defines reinforced concrete as a composite material made of concrete and steel reinforcement. The purpose of reinforcement is to improve the tensile strength of concrete. The Limit State Method of design considers both the strength limit state and serviceability limit state, making it a more realistic and economical approach compared to other methods like Working Stress Method and Ultimate Load Method. Key factors of safety in the Limit State Method include partial factors for concrete γc = 1.5, and for steel γs = 1.15.
Design of beam
The document provides details on the design procedure for beams. It discusses estimating loads, analyzing beams to determine shear forces and bending moments, and designing beams. The design process involves selecting the beam size and shape, calculating the effective span, determining critical moments and shears, selecting reinforcement, and checking requirements such as shear capacity, deflection limits, and development lengths. An example problem demonstrates designing a singly reinforced concrete beam with a span of 5 meters to support a working live load of 25 kN/m.
RETROFITTING
This document presents a thesis on retrofitting existing buildings in Bangladesh to improve seismic performance. It begins with an introduction to earthquakes and Bangladesh's seismic environment due to its location between tectonic plates. The objective is to evaluate an existing building using static analysis and design software to determine demand-capacity ratios of members under seismic loads. Beams exceeding capacity will be retrofitted with steel plating and columns with concrete jacketing. Dynamic time history analysis will also be performed and results compared to static analysis. The methodology, building model, load calculations, software analysis, retrofitting designs, and planned comparisons are described over several chapters.
Doubly R C Beam
This document provides information on doubly reinforced concrete beams. It introduces the concept of doubly reinforced beams, which have reinforcement in both the tension and compression zones. This allows for an increased moment of resistance compared to singly reinforced beams. The key advantages of doubly reinforced beams are that they can be used when the applied moment exceeds the capacity of a singly reinforced beam, when beam depth cannot be increased, or when reversal of stresses may occur. The document includes stress diagrams, design concepts, and differences between singly and doubly reinforced beams.
W.h.mosley, j.h.bungey. reinforced concrete design book
This document summarizes a textbook on reinforced concrete design. It describes the textbook as setting out the principles of limit state design and its application to reinforced and prestressed concrete members and structures. The fourth edition incorporates information on a recently introduced British standard code for water-retaining structures. The authors have also made some minor revisions to other parts of the book.
Problems on bearing capacity of soil
This document provides 10 examples of problems related to bearing capacity of foundations. The examples calculate bearing capacity using Terzaghi's analysis for different soil and foundation conditions, including cohesionless and cohesive soils, square and strip footings, and considering the water table depth. One example compares results to field plate load tests. The solutions show calculations for determining soil shear strength parameters, factor of safety, and safe bearing capacity.
Design of beams
This document discusses the design of beams. It defines different types of beams like floor beams, girders, lintels, purlins, and rafters. It describes how beams are classified based on their support conditions as simply supported, cantilever, fixed, or continuous beams. Commonly used beam sections include universal beams, compound beams, and composite beams. The document also covers plastic analysis of beams, classification of beam sections, and failure modes of beams.
Seismic retrofitting techniques
This document summarizes techniques for seismic retrofitting of existing structures. It defines seismic retrofitting as modifying structures to make them more resistant to earthquakes. Common retrofitting techniques discussed include adding new shear walls, steel bracing, jacketing columns and beams, using innovative materials like fiber reinforced polymers, base isolation using elastomeric bearings or sliding systems, and installing seismic dampers. The document also discusses retrofitting performance objectives, codes and guidelines, and provides examples of retrofitted structures.
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
This document provides an overview of a summer internship project involving the analysis and design of a G+3 storey building using STAAD Pro v8i software. The project was conducted under the guidance of Dr. Pabitra Ranjan Maiti at IIT BHU over 6 weeks in June-July 2017. The project involved modeling the building in STAAD Pro, analyzing its structural components, and designing beams, columns, slabs, and footings according to the Indian code IS 456. The document outlines the process of structural analysis and design in STAAD Pro and summarizes the design considerations for typical structural elements.
finalprojectreportg2-141218075116-conversion-gate01 (1).pdf
This document presents the design of a multistory residential building with 3 floors above ground level. It includes the analysis of the building frame using Kani's method to calculate fixed end moments at each joint. The design of structural elements like one-way slabs, columns, staircases and footings are detailed. For the one-way slab design of a typical floor bay, the loading, bending moment calculation, steel reinforcement sizing and spacing are demonstrated. The project follows codal provisions of IS 456 for the analysis and design of the reinforced concrete structure.
Design and analasys of a g+2 residential building
Design and analasys of a g+2 residential building => No nEEd FoH WoRk , Um gOod cOnsUMer oF PArentx MOnEy
This document summarizes the design of a one-way slab for a multi-story building. Key steps include:
1) Determining the effective span is 3.125m based on the room dimensions and support thickness.
2) Calculating the factored bending moment of 5.722 kNm/m based on the loads and effective span.
3) Checking that the provided depth of 150mm is greater than the required depth of 45.53mm.
4) Sizing the main reinforcement as 130mm^2 based on the factored moment and concrete properties.
5) Specifying 10mm diameter bars spaced at 300mm centers along the shorter span.More Related Content
What's hot
1st Semester M Tech Structural Engineering (Dec-2013) Question Papers
1st Semester M Tech Structural Engineering (Dec-2013) Question Papers BGS Institute of Technology, Adichunchanagiri University (ACU)
This document contains an examination for the subject Mechanics of Deformable Bodies. It asks students to:
1) Explain stress and strain at a point and derive the differential form of equilibrium equations in three dimensions.
2) Determine if given stress components satisfy equilibrium equations at a given point (1, -1, 2), and if not, determine the required body force vector.
3) Derive expressions for normal and shear strains in terms of displacements for an infinitesimal element, and define principal planes and stresses.
The document contains multiple choice and long answer questions testing students' understanding of stress, strain, equilibrium, and other core topics in mechanics of deformable bodies.Rcc member design steps
The document provides steps for designing different structural elements:
1. Design of a beam subjected to torsion including calculation of torsional and bending moments, determination of steel requirements, and detailing.
2. Design of continuous beams involving calculation of bending moments and shears, reinforcement sizing, shear design, deflection check, and detailing including curtailment.
3. Design of circular water tanks with both flexible base and rigid base using approximate and IS code methods. This includes sizing hoop and vertical tension reinforcement, sizing wall thickness, designing cantilever sections and base slabs, and providing detailing diagrams.
Design of combined footing ppt
The document discusses the design of a combined footing to support two columns. It first defines what a combined footing is and why it is used. It then describes the types of combined footings and the forces acting on it. The document provides the design steps for a rectangular combined footing, which include determining dimensions, reinforcement requirements, and design checks. As an example, it shows the detailed design of a rectangular combined footing supporting two columns with loads of 450kN and 650kN respectively. The design includes calculating dimensions, reinforcement, development lengths, and design checks.
Caisson foundation.ppt
This seminar report discusses caisson foundations. Caissons are watertight structures used for deep foundations under water, such as for bridges, piers, and docks. There are three main types - open, box, and pneumatic caissons. Caissons can take various shapes and are used when foundations need to extend below riverbeds or in deep water. Advantages include ability to reach large depths, but difficulties include tilting or sinking during construction. Caisson diseases can affect workers if decompressed too quickly from pressurized conditions.
Project
This document provides an overview of a project report on designing a multi-storied reinforced concrete building using ETABS software. The objectives are to analyze, design, and detail the structural components of the building. The methodology involves preparing CAD drawings, calculating loads, analyzing the structure, and designing and detailing structural elements. The building to be designed is a residential building with ground + 5 floors located in Chalikkavattom. Loads like dead, live, wind, and seismic loads will be calculated according to Indian codes and applied in the ETABS analysis model.
Design calculations of raft foundation
This document summarizes the design of a raft foundation for a given structure. Key details include:
- The raft is divided into three strips (C-C, B-B, A-A) in the x-direction based on soil pressure.
- Maximum soil pressure is 60.547 kN/m^2 and maximum bending moment is 445.02 kNm.
- The required raft depth is determined to be 860 mm to resist bending and punching shear.
- Longitudinal and transverse reinforcement of 20 mm bars at 200 mm and 220 mm centers respectively are designed.
Is code 456 2000
This document is the Indian Standard Code of Practice for Plain and Reinforced Concrete. It provides guidelines for the design, materials, construction and quality control of concrete structures. The summary highlights:
1) This is the fourth revision of the standard which was originally published in 1953 and revised in 1957, 1964, and 1978.
2) Major changes in this revision include expanded guidance on durability design, simplified acceptance criteria aligned with international standards, and additional concrete grades and exposure conditions.
3) The revision aims to keep up with developments in concrete technology and incorporate improvements based on experience using earlier versions.
Retaining wall
This document provides an overview of different types of retaining walls, including gravity, cantilever, counterfort, sheet pile, and diaphragm walls. It discusses the key components and design considerations for gravity and cantilever retaining walls. Gravity walls rely on their own weight for stability, while cantilever walls consist of a vertical stem with a heel and toe slab acting as a cantilever beam. The document also covers lateral earth pressures, drainage of retaining walls, uses of sheet pile walls, and construction methods for diaphragm walls.
Earth pressure
This document discusses soil mechanics concepts related to lateral earth pressure. It defines active and passive earth pressures and describes Rankine's theory and assumptions for calculating lateral pressures on retaining walls. Equations are provided for determining active and passive earth pressure coefficients and distributions for cohesionless and cohesive soils. The effects of groundwater, surcharges, and sloping backfills are also examined. Sample problems are included to calculate lateral earth pressures and forces on retaining walls for different soil and loading conditions.
Determination of Immediate Settlement
This slide will help you to determine the immediate settlement for flexible foundation i.e. isolate footing and rigid foundation i.e. matt or raft foundation. To be more clear about the topic a numerical problem with the solution is given.
Load carrying capacity of piles
- There are four main methods to measure the load carrying capacity of piles: static methods, dynamic formulas, in-situ penetration tests, and pile load tests.
- The ultimate load capacity (Qu) of an individual pile or pile group equals the sum of the point resistance (Qp) at the pile tip and the shaft resistance (Qs) developed along the pile shaft through friction between the soil and pile.
- Meyerhof's method is commonly used to calculate Qp in sand based on the effective vertical pressure at the pile tip multiplied by the bearing capacity factor Nq.
Design of rcc structures
This document provides definitions and explanations of key concepts in reinforced concrete design. It defines reinforced concrete as a composite material made of concrete and steel reinforcement. The purpose of reinforcement is to improve the tensile strength of concrete. The Limit State Method of design considers both the strength limit state and serviceability limit state, making it a more realistic and economical approach compared to other methods like Working Stress Method and Ultimate Load Method. Key factors of safety in the Limit State Method include partial factors for concrete γc = 1.5, and for steel γs = 1.15.
Design of beam
The document provides details on the design procedure for beams. It discusses estimating loads, analyzing beams to determine shear forces and bending moments, and designing beams. The design process involves selecting the beam size and shape, calculating the effective span, determining critical moments and shears, selecting reinforcement, and checking requirements such as shear capacity, deflection limits, and development lengths. An example problem demonstrates designing a singly reinforced concrete beam with a span of 5 meters to support a working live load of 25 kN/m.
RETROFITTING
This document presents a thesis on retrofitting existing buildings in Bangladesh to improve seismic performance. It begins with an introduction to earthquakes and Bangladesh's seismic environment due to its location between tectonic plates. The objective is to evaluate an existing building using static analysis and design software to determine demand-capacity ratios of members under seismic loads. Beams exceeding capacity will be retrofitted with steel plating and columns with concrete jacketing. Dynamic time history analysis will also be performed and results compared to static analysis. The methodology, building model, load calculations, software analysis, retrofitting designs, and planned comparisons are described over several chapters.
Doubly R C Beam
This document provides information on doubly reinforced concrete beams. It introduces the concept of doubly reinforced beams, which have reinforcement in both the tension and compression zones. This allows for an increased moment of resistance compared to singly reinforced beams. The key advantages of doubly reinforced beams are that they can be used when the applied moment exceeds the capacity of a singly reinforced beam, when beam depth cannot be increased, or when reversal of stresses may occur. The document includes stress diagrams, design concepts, and differences between singly and doubly reinforced beams.
W.h.mosley, j.h.bungey. reinforced concrete design book
This document summarizes a textbook on reinforced concrete design. It describes the textbook as setting out the principles of limit state design and its application to reinforced and prestressed concrete members and structures. The fourth edition incorporates information on a recently introduced British standard code for water-retaining structures. The authors have also made some minor revisions to other parts of the book.
Problems on bearing capacity of soil
This document provides 10 examples of problems related to bearing capacity of foundations. The examples calculate bearing capacity using Terzaghi's analysis for different soil and foundation conditions, including cohesionless and cohesive soils, square and strip footings, and considering the water table depth. One example compares results to field plate load tests. The solutions show calculations for determining soil shear strength parameters, factor of safety, and safe bearing capacity.
Design of beams
This document discusses the design of beams. It defines different types of beams like floor beams, girders, lintels, purlins, and rafters. It describes how beams are classified based on their support conditions as simply supported, cantilever, fixed, or continuous beams. Commonly used beam sections include universal beams, compound beams, and composite beams. The document also covers plastic analysis of beams, classification of beam sections, and failure modes of beams.
Seismic retrofitting techniques
This document summarizes techniques for seismic retrofitting of existing structures. It defines seismic retrofitting as modifying structures to make them more resistant to earthquakes. Common retrofitting techniques discussed include adding new shear walls, steel bracing, jacketing columns and beams, using innovative materials like fiber reinforced polymers, base isolation using elastomeric bearings or sliding systems, and installing seismic dampers. The document also discusses retrofitting performance objectives, codes and guidelines, and provides examples of retrofitted structures.
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
This document provides an overview of a summer internship project involving the analysis and design of a G+3 storey building using STAAD Pro v8i software. The project was conducted under the guidance of Dr. Pabitra Ranjan Maiti at IIT BHU over 6 weeks in June-July 2017. The project involved modeling the building in STAAD Pro, analyzing its structural components, and designing beams, columns, slabs, and footings according to the Indian code IS 456. The document outlines the process of structural analysis and design in STAAD Pro and summarizes the design considerations for typical structural elements.
What's hot (20)
1st Semester M Tech Structural Engineering (Dec-2013) Question Papers
1st Semester M Tech Structural Engineering (Dec-2013) Question Papers
W.h.mosley, j.h.bungey. reinforced concrete design book
W.h.mosley, j.h.bungey. reinforced concrete design book
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
Similar to Six stored Hospital Building in Dhaka
finalprojectreportg2-141218075116-conversion-gate01 (1).pdf
This document presents the design of a multistory residential building with 3 floors above ground level. It includes the analysis of the building frame using Kani's method to calculate fixed end moments at each joint. The design of structural elements like one-way slabs, columns, staircases and footings are detailed. For the one-way slab design of a typical floor bay, the loading, bending moment calculation, steel reinforcement sizing and spacing are demonstrated. The project follows codal provisions of IS 456 for the analysis and design of the reinforced concrete structure.
Design and analasys of a g+2 residential building
Design and analasys of a g+2 residential building => No nEEd FoH WoRk , Um gOod cOnsUMer oF PArentx MOnEy
This document summarizes the design of a one-way slab for a multi-story building. Key steps include:
1) Determining the effective span is 3.125m based on the room dimensions and support thickness.
2) Calculating the factored bending moment of 5.722 kNm/m based on the loads and effective span.
3) Checking that the provided depth of 150mm is greater than the required depth of 45.53mm.
4) Sizing the main reinforcement as 130mm^2 based on the factored moment and concrete properties.
5) Specifying 10mm diameter bars spaced at 300mm centers along the shorter span.Team 19
Design of a 12 storey Reinforced Concrete Hospital connected to a 5 storey Outpatient Clinic by 2 Steel Linkages
Analysis and design of high rise rc building under seismic load
This document summarizes the analysis and design of a 10-story reinforced concrete building under seismic load. It describes the structural configuration, location in seismic zone 4, and application of both gravity and lateral loads. Static and dynamic analyses were performed using 26 and 18 load combinations respectively. Story drifts, displacements, and shears from the static and dynamic analyses were compared and found to be within acceptable limits. Beam and column sections were designed based on the static analysis results.
Design of housing apartment
This document provides information on the design and analysis of a multi-story residential building project. It includes sections on the objectives, loads, materials, and software used. The building has a reinforced concrete frame structure with brick walls. Floor plans and structural details are presented. Analysis is conducted using STAAD.Pro software, including load combinations, design moments, and reinforcement details. Wind and seismic load calculations are also summarized.
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.
Full Report
This document provides an introduction to the analysis and design of a compressor shelter. It discusses key items of the compressor shelter including the operating platform, hoisting devices, and enclosure. The objective is to analyze and design the structural components of the compressor shelter considering loads, material properties, and support conditions to protect the compressor equipment from environmental factors. The analysis will involve modeling the shelter in STAAD.Pro, calculating loads, and designing structural elements like purlins, gantry, foundation, and connections. A parametric study will also be conducted to optimize the structural geometry.
G.p presentation
This document provides an overview and analysis of a residential building project in Baalbeck, Lebanon. It includes:
- A project overview describing the 5-story reinforced concrete structure and its location.
- Calculations of structural loads including dead load, live load, and environmental loads like snow, wind, and earthquake.
- Analysis and design of key structural elements like ribbed slabs, mat foundation, beams and columns.
- Load combinations are presented and structural elements are designed and sized to resist the calculated loads and bending moments using strength design methods.
Structural Design Project
This document provides a cost estimation for the structural design of the Campbell Hall Replacement Project at the University of California, Berkeley. The total estimated cost is $2,627,489.33. The cost breakdown includes estimates for concrete walls, grade beams and spread footings, columns, suspended slabs, and a slab-on-grade foundation. Detailed estimates are provided for the formwork, reinforcement, concrete, and finishing costs for each structural element. Construction drawings and design calculations are also included as part of the proposal submission.
Design of Floating Bridge Cross Over
This document describes the design of a floating bridge. It begins with an introduction to floating bridges, noting their economic advantages over traditional bridges with piers when crossing deep bodies of water with soft bottoms. It then provides details on the design of various structural components of the floating bridge, including the floating concrete pontoons, deck slabs, and shear walls. The document includes calculations to determine the dimensions, reinforcement, loads, and stresses on these structural elements to ensure they can safely support the anticipated loads. In summary, the document outlines the design of a pier-less floating bridge through summarizing its structural components and providing engineering calculations and specifications.
Design Project Report
This document provides details for a structural analysis and design project of a six-story office building. It includes the problem statement, assumptions, load calculations, an initial design, design iterations, and a final design. Load calculations are provided for dead loads, live loads, and wind loads based on ASCE 7-20 design codes. The initial design, design iterations, and final design are modeled in GS-USA software. Structural requirements and cost considerations are also outlined.
FYP Structure.pdf
Final Year Project Report on Structural Analysis and Design of Multistorey RCC Building for Earthquake Resistant Design as per IS Codes. - Khwopa College of Engineering - IOE, Tribhuvan university - Civil Engineering Final Report - Bachelor Level Project
MULTI-STOREY CAR PARKING
The document presents the design of a multi-level car parking structure with 4 floors above ground in Thirunelveli, India. The objectives are to analyze and design the structure, estimate construction costs, and provide safe, accessible parking. The methodology includes planning, analysis, design, detailing, estimation. The building is a concrete frame structure with a conventional car parking layout accessed by a helical ramp and stairs/lift. Structural analysis was conducted manually and using STADD Pro software. Key elements like slabs, beams, columns, footings, staircase, and ramp were designed according to Indian codes and standards.
design c
The document provides design criteria and load specifications for the structural design of the Emergency Lodging Center Project in Al Shumaisi, Makkah. It includes specifications for materials, dead and live loads, lateral forces from wind and seismic activity, and load combinations. Concrete compressive strength is specified as 30 MPa, reinforcement yield strength as 420 MPa, and soil bearing capacity as 1.5 kg/cm2. Dead loads include self-weight of slabs and finishes. Live loads include different specifications for floors, roofs, and corridors. Wind speed is specified as 130 kph and the building is in Seismic Zone 1. Temperature variations of ±20°C are also accounted for. 30 load cases are
Theatre building PPT.pptx
The document outlines the planning, design, and analysis of a theatre building project. The project involves designing a 7,000 square meter theatre building with a parking garage, ticket counter, restaurants, main theatre hall, projector room, and separate men's and women's bathrooms across two floors using AutoCAD and STAAD.Pro software. Key elements of the design include structural designs for slabs, beams, columns, footings, and staircases. Reinforcement details are provided. Load calculations and designs follow the IS code. The conclusion discusses how the software tools aided the project in reducing time and improving accuracy.
Municipal Presentation Sarad Dahal.pptx
This document provides details on the structural design of a proposed 6-story residential and commercial building in Kathmandu, Nepal. It includes the building plans and structural system, analytical modeling using ETABS software, analysis methods and load combinations, and structural design outputs checking code requirements. The building was analyzed using both equivalent static and response spectrum dynamic methods. Analysis outputs such as base shear, modal participation ratios, story drift ratios, and other checks were within code limits. Reinforced concrete elements were designed according to Indian standards.
77201946
This document discusses the design of flat slab structures with and without slab drops. It begins with an introduction to flat slabs and their components. It then outlines the design methodology and considerations. The main body compares the bending moments and steel requirements for interior and exterior panels of flat slabs without drops and with drops, for slab sizes of 20x20m, 40x40m, and 60x60m. The key findings are that flat slabs without drops require less steel in the middle strips compared to flat slabs with drops, but flat slabs with drops have lower bending moments and steel requirements in the column strips.
77201946
This document summarizes the key components and design process of flat slab construction without slab drops. It provides examples of designing interior and exterior panels of sizes 5x5m, 10x10m, and 15x15m for a 20x20m flat slab without drops. The design process involves determining slab depth, load calculations, moment distribution, and reinforcement sizing. Tables are included that show bending moments and steel areas for column strips and middle strips of the example panels. Interior panels have negative and positive moments in both directions while exterior panels only have negative moments in the column strip and positive moments in the middle strip.
Some notes from professor that may help the project..docx
Some notes from professor that may help the project.
University of California, Irvine CEE 155
Department of Civil & Env. Engineering Fall Quarter 2016
1
CEE 155 Project
We are interested in designing of a 4-story building with the following plan view.
[email protected]’
140’
3
@
2
0
’
1
0
0
’
Geometry and Loading:
1. Hight of the first story is 15’. Height of other stories are 13’.
2. Use centerline model for analysis.
3. Dead load = 100psf, live load = 50 psf, exterior cladding load = 25psf
4. Fy = 50 ksi.
5. Seismic loads and information
a. Basic: Site class D, given SDS = 1.0g, SD1 = 0.6g. I = 1.0, R = 8, Cd = 5.5.
b. Story and Building Seismic Weight: Wi = 140*100*wD. W = 4*Wi
c. Building Period: T ≤ 1.4Ta, Ta = 0.028hn0.8
d. Seismic Base Shear: V = CsW, Cs = SDS/(R/I) , Cs ≤ SD1/[T(R/I)].
e. Seismic Loads per floor:
i. VCF vxx ,
ii.
n
i
k
ii
k
xx
vx
hw
hw
C
1
iii. x = floor number (1 = ground, N+1 = roof).
iv. k = 1.0 for T < 0.5 sec., k = 2.0 for T > 2.5 sec., Linear
interpolation in between.
f. Each frame takes half the seismic load.
g. Ignore accidental torsion.
University of California, Irvine CEE 155
Department of Civil & Env. Engineering Fall Quarter 2016
2
Analysis:
1. Use simplified analysis methods.
2. Use Portal Method for analysis.
System Design:
1. Allowable story drift at DBE, a = 0.02hi.
2. Drift demand = i = Cd* e/I = 5.5e.
Beam Design:
1. Stiffness design: This is covered during the system design section.
2. Strength design:
a. Load combinations:
i. 1.2MD + 1.6ML
ii. (1.2 + 0.2SDS)MD + 0.5ML + 1.0ME
3. Zmin = (Load Comb.)/(0.9*50)
a. Select only compact sections.
b. Same size in each floor.
c. Vary over height only if more than 5% different in weight.
d. Estimate section from Zactual = 1.5Zmin
Column Design:
1. Stiffness design: This is covered during the system design section.
2. Strength design [This means axial (PD & PL) and moments (MD & ML)]:
a. Load combinations:
i. 1.2MD + 1.6ML
ii. (1.2 + 0.2SDS)MD + 0.5ML + 1.0ME
3. Distinguish clearly between exterior and interior columns.
4. Estimate PD and PL from tributary area concept.
5. Do preliminary column sizing based on these load combinations (rough, because
needs to be revised later)
i. Assume Ky = 1.0
ii. Stay with one column nominal depth (either W14, or 24)
iii. Mu,x = B1Mnt + B2Mlt. B1 = 1.0 (usually only slightly larger). B2 =
according to AISC Manual.
iv. Strong column design except for the top story:
*
*
1.0
pc
pb
M
M
M*pb = 1.1RyFyZb + Mv (use Ry = 1.1)
Attention, using RBS then Zb is of reduced section!
University of California, Irvine CEE 155
Department of Civil & Env. Engineering Fall Quarter 2016
3
Submission Requirments:
1. The data.inp file updated with your design.
.
8 storyey presentation
This document provides steps for modeling, analyzing, and designing an 8-storey reinforced concrete residential building using ETABS software. It details creating the grid system, defining materials and sections, assigning loads, performing analysis, and designing and detailing beams, columns, slabs, stairs, footings, and reinforcement. The document includes summaries of column, slab, and footing reinforcement details.
Similar to Six stored Hospital Building in Dhaka (20)
finalprojectreportg2-141218075116-conversion-gate01 (1).pdf
finalprojectreportg2-141218075116-conversion-gate01 (1).pdf
Analysis and design of high rise rc building under seismic load
Analysis and design of high rise rc building under seismic load
Some notes from professor that may help the project..docx
Some notes from professor that may help the project..docx
More from Nazmul Hasan Diptu
Statistical represtation of_three_different_rainfall_station_of_bangladesh
This document summarizes a presentation on statistically representing rainfall data from three stations in Bangladesh. It analyzes rainfall data from Dhaka, Comilla, and Chandpur districts from 1970 to 2016 using methods like hyetographs, mass curves, point rainfall charts, and moving averages. The analysis found that Dhaka and Chandpur had maximum annual rainfall in 1984 while Comilla was 1991. Minimum rainfall years varied by district. Return period analysis estimated rainfall amounts for 10-year and 50-year periods. The document concludes with recommendations to increase rain gauge stations and use modern software to improve data consistency and forecasting of natural disasters.
Presentation a Comparative Study on Journey Time Analysis Among the Routes Av...
Presentation a Comparative Study on Journey Time Analysis Among the Routes Available from Mohammadpur to Mouchak Autosaved
A study on design and performance analysis of low cost iron removal plant for...
A STUDY ON DESIGN AND PERFORMANCE ANALYSIS
OF LOW-COST IRON REMOVAL PLANT FOR RURAL
AREAS OF BANGLADESH.
Fluid sessinal presentation
This presentation discusses the center of pressure in hydrostatic systems. It is introduced by Sumaiya Tabassum from the Department of Civil Engineering at Stamford University Bangladesh. The presentation is supervised by six individuals and presented by two others. The document defines the center of pressure as the point where the total sum of a pressure field acts on a body, causing an equivalent force. It then describes the experimental apparatus and procedures for determining the center of pressure of partially and fully submerged surfaces. Major equations are provided relating the center of pressure to factors like density, depth, and mass. Practical applications are mentioned in aircraft aerodynamics and stability.
A study on design and performance analysis of low cost iron removal plant for...
A study on design and performance analysis of low-cost iron removal plant for rural areas of Bangladesh.
Frermip presentation navigation in main rivers .ppt v4
This document discusses navigation in main rivers in Bangladesh and its impact on river management. It provides background on the history of navigation, presents the current status including passenger and cargo movement as well as key routes. It also discusses future prospects such as plans for expanding routes and increasing dredging capacity given the high demand. Navigation beyond borders, including the India-Bangladesh protocol agreement, is also mentioned to facilitate regional inland water transit and trade.
Open channal flow
This document discusses open channel flow in Dhaka City, Bangladesh. It provides details on 7 different open channels in Dhaka, including their current conditions and issues with encroachment. It notes that Dhaka originally had over 50 canals but now only has operational flow in about 20 due to construction, dumping of garbage, and lack of maintenance. Recovering lost canals is important to improve drainage and reduce flooding in the capital city.
Masonary
This document provides information about masonry construction presented by a group of students. It defines masonry as the art of building with stones or bricks and describes the three main types: stone, brick, and concrete block. It then focuses on brick masonry, classifying bricks and describing different bonding patterns like English, Flemish, header, stretcher bonds. Load bearing walls, non-load bearing walls and fancy walls are defined. Requirements for masonry walls and rules for good brick bonding are also outlined.
More from Nazmul Hasan Diptu (8)
Statistical represtation of_three_different_rainfall_station_of_bangladesh
Statistical represtation of_three_different_rainfall_station_of_bangladesh
Presentation a Comparative Study on Journey Time Analysis Among the Routes Av...
Presentation a Comparative Study on Journey Time Analysis Among the Routes Av...
A study on design and performance analysis of low cost iron removal plant for...
A study on design and performance analysis of low cost iron removal plant for...
A study on design and performance analysis of low cost iron removal plant for...
A study on design and performance analysis of low cost iron removal plant for...
Frermip presentation navigation in main rivers .ppt v4
Frermip presentation navigation in main rivers .ppt v4
Recently uploaded
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
K8sGPT is a tool that analyzes and diagnoses Kubernetes clusters. This presentation was used to share the requirements and dependencies to deploy K8sGPT in a local environment.
DfMAy 2024 - key insights and contributions
We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
一比一原版(UC Berkeley毕业证)加利福尼亚大学|伯克利分校毕业证成绩单专业办理
UC Berkeley毕业证原版定制【微信：176555708】【加利福尼亚大学|伯克利分校毕业证成绩单-学位证】【微信：176555708】（留信学历认证永久存档查询）采用学校原版纸张、特殊工艺完全按照原版一比一制作（包括：隐形水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠，文字图案浮雕，激光镭射，紫外荧光，温感，复印防伪）行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备，十五年致力于帮助留学生解决难题，业务范围有加拿大、英国、澳洲、韩国、美国、新加坡，新西兰等学历材料，包您满意。
◆◆◆◆◆ — — — — — — — — 【留学教育】留学归国服务中心 — — — — — -◆◆◆◆◆
【主营项目】
一.毕业证【微信：176555708】成绩单、使馆认证、教育部认证、雅思托福成绩单、学生卡等！
二.真实使馆公证(即留学回国人员证明,不成功不收费)
三.真实教育部学历学位认证（教育部存档！教育部留服网站永久可查）
四.办理各国各大学文凭(一对一专业服务,可全程监控跟踪进度)
如果您处于以下几种情况：
◇在校期间，因各种原因未能顺利毕业……拿不到官方毕业证【微信：176555708】
◇面对父母的压力，希望尽快拿到；
◇不清楚认证流程以及材料该如何准备；
◇回国时间很长，忘记办理；
◇回国马上就要找工作，办给用人单位看；
◇企事业单位必须要求办理的
◇需要报考公务员、购买免税车、落转户口
◇申请留学生创业基金
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分→ 【关于价格问题（保证一手价格）
我们所定的价格是非常合理的，而且我们现在做得单子大多数都是代理和回头客户介绍的所以一般现在有新的单子 我给客户的都是第一手的代理价格，因为我想坦诚对待大家 不想跟大家在价格方面浪费时间
对于老客户或者被老客户介绍过来的朋友，我们都会适当给一些优惠。
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
选择实体注册公司办理，更放心，更安全！我们的承诺：可来公司面谈，可签订合同，会陪同客户一起到教育部认证窗口递交认证材料，客户在教育部官方认证查询网站查询到认证通过结果后付款，不成功不收费！
学历顾问：微信：176555708
[JPP-1] - (JEE 3.0) - Kinematics 1D - 14th May..pdf
Kinematics 11th jpp- 01. ( Solved ) unacademy namo kaul on 14th may...
Advanced control scheme of doubly fed induction generator for wind turbine us...
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
一比一原版(UMich毕业证)密歇根大学|安娜堡分校毕业证成绩单专业办理
UMich毕业证原版定制【微信：176555708】【密歇根大学|安娜堡分校毕业证成绩单-学位证】【微信：176555708】（留信学历认证永久存档查询）采用学校原版纸张、特殊工艺完全按照原版一比一制作（包括：隐形水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠，文字图案浮雕，激光镭射，紫外荧光，温感，复印防伪）行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备，十五年致力于帮助留学生解决难题，业务范围有加拿大、英国、澳洲、韩国、美国、新加坡，新西兰等学历材料，包您满意。
◆◆◆◆◆ — — — — — — — — 【留学教育】留学归国服务中心 — — — — — -◆◆◆◆◆
【主营项目】
一.毕业证【微信：176555708】成绩单、使馆认证、教育部认证、雅思托福成绩单、学生卡等！
二.真实使馆公证(即留学回国人员证明,不成功不收费)
三.真实教育部学历学位认证（教育部存档！教育部留服网站永久可查）
四.办理各国各大学文凭(一对一专业服务,可全程监控跟踪进度)
如果您处于以下几种情况：
◇在校期间，因各种原因未能顺利毕业……拿不到官方毕业证【微信：176555708】
◇面对父母的压力，希望尽快拿到；
◇不清楚认证流程以及材料该如何准备；
◇回国时间很长，忘记办理；
◇回国马上就要找工作，办给用人单位看；
◇企事业单位必须要求办理的
◇需要报考公务员、购买免税车、落转户口
◇申请留学生创业基金
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分→ 【关于价格问题（保证一手价格）
我们所定的价格是非常合理的，而且我们现在做得单子大多数都是代理和回头客户介绍的所以一般现在有新的单子 我给客户的都是第一手的代理价格，因为我想坦诚对待大家 不想跟大家在价格方面浪费时间
对于老客户或者被老客户介绍过来的朋友，我们都会适当给一些优惠。
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
选择实体注册公司办理，更放心，更安全！我们的承诺：可来公司面谈，可签订合同，会陪同客户一起到教育部认证窗口递交认证材料，客户在教育部官方认证查询网站查询到认证通过结果后付款，不成功不收费！
学历顾问：微信：176555708
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Dynamic Programming
Backtracking
Techniques for Graphs
Branch and Bound
Harnessing WebAssembly for Real-time Stateless Streaming Pipelines
Traditionally, dealing with real-time data pipelines has involved significant overhead, even for straightforward tasks like data transformation or masking. However, in this talk, we’ll venture into the dynamic realm of WebAssembly (WASM) and discover how it can revolutionize the creation of stateless streaming pipelines within a Kafka (Redpanda) broker. These pipelines are adept at managing low-latency, high-data-volume scenarios.
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
The rivalry between prominent international actors for dominance over Central Asia's hydrocarbon
reserves and the ancient silk trade route, along with China's diplomatic endeavours in the area, has been
referred to as the "New Great Game." This research centres on the power struggle, considering
geopolitical, geostrategic, and geoeconomic variables. Topics including trade, political hegemony, oil
politics, and conventional and nontraditional security are all explored and explained by the researcher.
Using Mackinder's Heartland, Spykman Rimland, and Hegemonic Stability theories, examines China's role
in Central Asia. This study adheres to the empirical epistemological method and has taken care of
objectivity. This study analyze primary and secondary research documents critically to elaborate role of
china’s geo economic outreach in central Asian countries and its future prospect. China is thriving in trade,
pipeline politics, and winning states, according to this study, thanks to important instruments like the
Shanghai Cooperation Organisation and the Belt and Road Economic Initiative. According to this study,
China is seeing significant success in commerce, pipeline politics, and gaining influence on other
governments. This success may be attributed to the effective utilisation of key tools such as the Shanghai
Cooperation Organisation and the Belt and Road Economic Initiative.
Low power architecture of logic gates using adiabatic techniques
The growing significance of portable systems to limit power consumption in ultra-large-scale-integration chips of very high density, has recently led to rapid and inventive progresses in low-power design. The most effective technique is adiabatic logic circuit design in energy-efficient hardware. This paper presents two adiabatic approaches for the design of low power circuits, modified positive feedback adiabatic logic (modified PFAL) and the other is direct current diode based positive feedback adiabatic logic (DC-DB PFAL). Logic gates are the preliminary components in any digital circuit design. By improving the performance of basic gates, one can improvise the whole system performance. In this paper proposed circuit design of the low power architecture of OR/NOR, AND/NAND, and XOR/XNOR gates are presented using the said approaches and their results are analyzed for powerdissipation, delay, power-delay-product and rise time and compared with the other adiabatic techniques along with the conventional complementary metal oxide semiconductor (CMOS) designs reported in the literature. It has been found that the designs with DC-DB PFAL technique outperform with the percentage improvement of 65% for NOR gate and 7% for NAND gate and 34% for XNOR gate over the modified PFAL techniques at 10 MHz respectively.
Building Electrical System Design & Installation
Guide for Building Electrical System Design & Installation
Recently uploaded (20)
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
[JPP-1] - (JEE 3.0) - Kinematics 1D - 14th May..pdf
[JPP-1] - (JEE 3.0) - Kinematics 1D - 14th May..pdf
Advanced control scheme of doubly fed induction generator for wind turbine us...
Advanced control scheme of doubly fed induction generator for wind turbine us...
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Harnessing WebAssembly for Real-time Stateless Streaming Pipelines
Harnessing WebAssembly for Real-time Stateless Streaming Pipelines
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
Low power architecture of logic gates using adiabatic techniques
Low power architecture of logic gates using adiabatic techniques
basic-wireline-operations-course-mahmoud-f-radwan.pdf
basic-wireline-operations-course-mahmoud-f-radwan.pdf
Six stored Hospital Building in Dhaka
- 1. Welcome to the Presentation about a Hospital Building STAMFORD UNIVERSITY BANGLADESH
- 2. Course Title: Computer Aided Structural Design Course Code : CEN 416 Department of Civil Engineering Course Teacher: Soumya Suhreed Das Senior Lecturer, Department of Civil Engineering Stamford University Bangladesh
- 3. Name Student ID Kauser Ahmed Himel CEN 062 09 446 Nazmul Hasan Diptu CEN 062 09 450 Hasunat Sayemin CEN 062 09 416 Mohammad Amin Jesan CEN 062 09 482 Md. Tanvir Hasan CEN 062 09 475 Md. Sojib Mostofa CEN 062 09 458 Md. Akramul Haque CEN 062 09 503 Group No: 06
- 4. Six Storied Hospital Building
- 5. Material Properties Yield stress: Fy= 60 ksi, Concrete compressive strength: F’c= 4 ksi,
- 6. Grid Data
- 7. 1. Area = 157 ft x 88 ft 2. Height Above ground level = 66 ft 3. Typical Story Height = 10 ft, 4. Height Below Ground Level = 6 ft, 5. Column Size: C1=16”X16” , C2=12”X16” , C3=12”x12” 6. Column size below ground level: C1= 18”x18”, C2=14”x18”, C3=14”x14”. 7. Grade Beam Size: GB1=10”X18” 8. Floor Beam: B1=10”X15.5” , B2=10”X15.5”, B3=10”X15.5”. 9. Wall: 10 inch 10. Floor Slab: 5.5 inch 11. Stair Slab: 7 inch Section Properties
- 8. Model
- 10. Stair case 3D view
- 11. Lift core (shear wall) Section- B Section- I
- 12. Support Assign
- 13. Slab Section: Floor slab Stair slab
- 14. Wall section
- 15. Grade Beam & Column
- 16. Column
- 17. Column
- 18. Floor Beam
- 19. Roof Slab
- 20. Define Load Case
- 22. Define Load Case (For wind load X-Y Direction)
- 23. Define Load Case (For Earthquake X-Y direction load)
- 24. Slab Mashing
- 26. According to BNBC 2006 Assign Live Load 1. 1st floor = 52 psf 2. 2nd floor= 52 psf 3. 3rf floor = 52 psf 4. 4th floor = 52 psf 5. 5th floor = 40 psf 6. Roof = 40 psf 7. Stair = 100 psf
- 27. Assign Live load
- 29. According to BNBC 2006 Assign Floor Finish
- 34. Assign Diaphragm
- 35. Define Load Combination as per BNBC CODE 2006
- 36. Define Load Combination as per BNBC CODE 2006 1. D.L+L.L 2. 1.4 D.L + 1.7 L. L 3. 1.05 D.L + 275 L.L +1.4 EQx 4. 1.05 D.L +1.275 L.L – 1.4 EQx 5. 1.05 D.L +1.275 L.L + 1.4 EQy 6. 1.05 D.L +1.275 L.L - 1.4 EQy 7. 1.05 D.L +1.275 L.L + 1.275 Wx 8. 1.05 D.L +1.275 L.L - 1.275 Wx 9. 1.05 D.L +1.275 L.L + 1.275 Wy 10. 1.05 D.L +1.275 L.L - 1.275 Wy
- 37. Manual Hand Calculation: Z= Zone Coefficient = Zone 2= 0.15 I= Importance Coefficient =1 R =Response modification= 8 S= Site coefficient = 1.5 hn = 66 ft Ct = 0.03ft T = Cthn3/4 (<0.7) = 0.03*(66')3/4= 0.694671 S C= 1.25 S/T2/3 (<2.75) = 1.25*1.5/(0.694671^2/3)= 2.390462 Base shear V=ZIC/R We cannot calculate Volume V So, V/W =ZIC/R=0.039841029*100 = 3.984102937 Earthquake Load calculation as per BNBC 2006
- 38. Earthquake Load calculation as per BNBC 2006
- 39. From Etabs Calculate Base shear Base Shear: V/W From Etabs we found, DL=8851.8 FF=2027.05 PW=1217.7 EQx = Eqy = 472.81 W= DL+FF+PW=12096.55 So V/W = 12096.55/472.81 = 0.039086351*100 =3.908635107 Variation = ((3.984102937-3.908635107)/ 3.984102937)*100 = 1.894224% <5% ok This calculation presents the automatically generated lateral seismic loads for load pattern EQX & EQY according to UBC 94, as calculated by ETABS. Earthquake Load calculation as per BNBC 2006
- 40. Earthquake Load calculation as per BNBC 2006
- 41. Wind load Base reaction
- 42. Design Group & Load combination Selection
- 43. Deform shape
- 44. Design check
- 45. Beam & Column Longitudinal Reinforcing check
- 46. Beam & Column Longitudinal Reinforcing check
- 47. Beam & Column Longitudinal Reinforcing check
- 48. Beam & Column Rebar Percentage check
- 49. Beam & Column Rebar Percentage check
- 50. The Design is ok Thank You