The document provides technical specifications for a fixed tube vessel, including:
- The vessel is designed and stamped per the ASME Boiler & Pressure Vessel Code.
- Key design parameters like maximum allowable working pressure, design temperature, and material specifications.
- Detailed calculations for the cylindrical shell and a 5" inlet nozzle to verify thickness and stress requirements are met.
- The nozzle is adequately reinforced for internal and external pressure loading based on area calculations.
1. The document contains 5 problems related to machining operations including turning, drilling, and tool life calculations.
2. Problem 1 involves determining the cutting time and metal removal rate for turning a cylindrical workpiece.
3. Problem 2 calculates the required cutting speed to complete a turning operation in 5 minutes given specifications for the workpiece, feed rate, and depth of cut.
The document describes the design and analysis of an arcade joystick and its components using SolidWorks and finite element analysis (FEA) software. Key details include:
1) FEA was performed on the joystick handle, shaft, hub, and spacer to analyze stress levels under a 50lb load. Results showed stresses below yield points for the ABS plastic and stainless steel 304 materials.
2) Stochastic analysis and tolerancing was used to design a garage door opener spring that fits within the assembly 99.9% of the time accounting for 5% dimensional variation.
3) Dimensions were calculated for the spring, sensor box, and other components to ensure the sensors align under a 3N applied force considering normal
Analysis and design of 15 storey office andMasroor Alam
This project involves the analysis and design of a 15-story office and commercial building using ETABS software. Key aspects of the project include modeling the building geometrically and with materials, running various load combinations and analysis types, designing structural elements like beams, columns, slabs, and shear walls, and evaluating serviceability requirements. The project demonstrates the modeling, analysis, and design process according to applicable codes.
The document contains solutions to several problems involving stresses in cylindrical tanks and shafts.
Problem 7 involves determining stresses in a compressed air tank given its dimensions, wall thickness, internal pressure, and an applied force.
Problem 7.120 calculates stresses in a tank given an applied torque, internal pressure, inner diameter, and wall thickness.
Problem 7.121 determines the torque required to produce a given maximum normal stress in a tank with known pressure, diameter, and thickness.
Problem 7.104 finds the maximum fill height for a water storage tank given the material properties, wall thickness, and a safety factor.
Problem 7.85 uses maximum shear stress to find the force that will cause yielding in
The document contains solutions to multiple problems involving determining stresses and angles of twist in shafts with various cross sectional shapes when subjected to torques. The problems calculate shear stresses at different points in the shafts using equations relating torque, shear stress, area, and moment of inertia. Ratios of shear stresses and angles of twist between different shaft designs are also determined.
This document provides calculations and design considerations for sizing a flat belt drive system. It begins by giving parameters for the system including angular velocity ratio, nominal horsepower, pulley center distance, stiffness, and material properties. Initial calculations are shown to check for developed friction. The document then considers doubling the system size as a design task and provides the scaled calculations. It next shows a sample design process for selecting a belt width to meet the specified horsepower requirements. Finally, it solves for several values related to the maximum torque and slip conditions for the belt drive.
The document describes the design of steel reinforcement for different sections of a structure over 4 spans. It includes the calculation of steel required for flexure and shear for the interior strip and edge strips on the left and right sides of each span. Design checks such as checking the steel ratio and steel quantity are also presented. Reinforcement details such as bar diameter and spacing are provided.
The document is a structural design project for the concrete foundation of a mosque floor plan. It includes the preliminary design, load calculations, structural analysis, and design of reinforced concrete beams. Key details include:
- Floor plan dimensions and material properties
- Dead and live load calculations
- Maximum bending moments and shear forces for different beam spans
- Design of beams for the span with the highest bending moment, checking capacity, ductility, and reinforcement spacing
1. The document contains 5 problems related to machining operations including turning, drilling, and tool life calculations.
2. Problem 1 involves determining the cutting time and metal removal rate for turning a cylindrical workpiece.
3. Problem 2 calculates the required cutting speed to complete a turning operation in 5 minutes given specifications for the workpiece, feed rate, and depth of cut.
The document describes the design and analysis of an arcade joystick and its components using SolidWorks and finite element analysis (FEA) software. Key details include:
1) FEA was performed on the joystick handle, shaft, hub, and spacer to analyze stress levels under a 50lb load. Results showed stresses below yield points for the ABS plastic and stainless steel 304 materials.
2) Stochastic analysis and tolerancing was used to design a garage door opener spring that fits within the assembly 99.9% of the time accounting for 5% dimensional variation.
3) Dimensions were calculated for the spring, sensor box, and other components to ensure the sensors align under a 3N applied force considering normal
Analysis and design of 15 storey office andMasroor Alam
This project involves the analysis and design of a 15-story office and commercial building using ETABS software. Key aspects of the project include modeling the building geometrically and with materials, running various load combinations and analysis types, designing structural elements like beams, columns, slabs, and shear walls, and evaluating serviceability requirements. The project demonstrates the modeling, analysis, and design process according to applicable codes.
The document contains solutions to several problems involving stresses in cylindrical tanks and shafts.
Problem 7 involves determining stresses in a compressed air tank given its dimensions, wall thickness, internal pressure, and an applied force.
Problem 7.120 calculates stresses in a tank given an applied torque, internal pressure, inner diameter, and wall thickness.
Problem 7.121 determines the torque required to produce a given maximum normal stress in a tank with known pressure, diameter, and thickness.
Problem 7.104 finds the maximum fill height for a water storage tank given the material properties, wall thickness, and a safety factor.
Problem 7.85 uses maximum shear stress to find the force that will cause yielding in
The document contains solutions to multiple problems involving determining stresses and angles of twist in shafts with various cross sectional shapes when subjected to torques. The problems calculate shear stresses at different points in the shafts using equations relating torque, shear stress, area, and moment of inertia. Ratios of shear stresses and angles of twist between different shaft designs are also determined.
This document provides calculations and design considerations for sizing a flat belt drive system. It begins by giving parameters for the system including angular velocity ratio, nominal horsepower, pulley center distance, stiffness, and material properties. Initial calculations are shown to check for developed friction. The document then considers doubling the system size as a design task and provides the scaled calculations. It next shows a sample design process for selecting a belt width to meet the specified horsepower requirements. Finally, it solves for several values related to the maximum torque and slip conditions for the belt drive.
The document describes the design of steel reinforcement for different sections of a structure over 4 spans. It includes the calculation of steel required for flexure and shear for the interior strip and edge strips on the left and right sides of each span. Design checks such as checking the steel ratio and steel quantity are also presented. Reinforcement details such as bar diameter and spacing are provided.
The document is a structural design project for the concrete foundation of a mosque floor plan. It includes the preliminary design, load calculations, structural analysis, and design of reinforced concrete beams. Key details include:
- Floor plan dimensions and material properties
- Dead and live load calculations
- Maximum bending moments and shear forces for different beam spans
- Design of beams for the span with the highest bending moment, checking capacity, ductility, and reinforcement spacing
The document contains solutions to multiple problems involving determining shear stress, torque, and angle of twist in shaft and rod systems. Key details include formulas for calculating shear stress given torque and geometry, determining required diameters to not exceed allowable stress, and calculating angle of twist between sections using torque, length, shear modulus, and polar second moment of area. Examples analyze hollow and solid shafts made of materials like steel, brass, and aluminum under different torque conditions.
Design of an automotive differential with reduction ratio greater than 6eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
This document contains example problems for the selection and design of ball and roller bearings. Problem 11-1 provides an example calculation to select a deep-groove ball bearing based on its rated load capacity and required design life. Problem 11-2 performs similar calculations to select an angular-contact ball bearing. Problem 11-3 extends this to the selection of a straight roller bearing. The remaining problems provide additional examples of selecting bearings based on load conditions, reliability requirements, and combined load considerations.
This document contains 6 problems involving calculations of stress, strain, deflection and load capacity for mechanical structures composed of rods, beams, and wires under various loading conditions. The materials involved include steel, aluminum, brass and polystyrene. Deflections, elongations, average stresses and maximum supported loads are calculated using basic mechanics of materials equations relating force, stress, strain, modulus of elasticity and structural geometry.
This document contains calculations for the design of a hemispherical pressure vessel head. It provides dimensions and material properties, then calculates the required minimum thickness, maximum allowed internal pressure, and checks that the design meets code requirements. Key values include a required thickness of 0.411 inches and maximum allowed pressure of 286.8 psi.
MEKANIKA REKAYASA 3 (METODE CROSS DAN METODE TAKABEYA)Sumarno Feriyal
This document describes the analysis of a multi-story frame structure using the cross method and Takabeya method in structural mechanics. Key steps include:
1) Calculating stiffness and distribution coefficients for each member;
2) Computing primary moments due to external loads and vibration;
3) Solving equations to determine support reactions for different vibration modes;
4) Calculating shear and moment coefficients to determine initial rotational moments.
This document contains calculations for the design of a hemispherical head for a pressure vessel. It provides dimensions, material properties, and interior pressure. It then calculates the required minimum thickness, which is acceptable, and the maximum allowed design pressure, which is also acceptable based on the given interior pressure. In summary, it determines that the head design meets code requirements for thickness and pressure based on the input parameters.
This document contains 8 assignment sheets related to mechanical engineering concepts including:
1. Free body diagrams and reactions at supports
2. Internal reaction diagrams for beams
3. Axially loaded bars including stresses and deflections
4. Bending of bars including stresses, deflections, and internal reaction diagrams
5. Torsion of bars including shear stresses and angles of twist
6. Thin walled pressure containers including stress components and allowable pressures
7. Stress transformation including Mohr's circle and principal stresses
8. A problem involving stresses in a thin walled steel pressure container
The assignments cover a range of load cases and ask students to calculate stresses, deflections, reactions and other mechanical properties.
This document contains solutions to problems involving the calculation of shear stresses in beams. It determines shear stresses at specific points of beams by using the shear formula and calculating the shear force resisted by various beam components. The maximum shear stress in several beams is also calculated. Cross-sectional properties like moment of inertia are used. Shear stresses are indicated on volume elements and shear force diagrams are sketched.
Design of machine elements - V belt, Flat belt, Flexible power transmitting e...Akram Hossain
This document provides the solution to a multi-part design problem involving the design of a belt drive system. It selects appropriate pulley sizes and belt widths using standard design procedures and tables. It calculates key parameters like belt stress, operating tensions, and initial tension. The initial tension is found to be reasonable compared to recommendations. The document also provides a recommendation to potentially redesign the system for greater economy.
This document provides a summary of topics covered in a Mechanics of Solids tutorial, including pressure vessels, combined loadings, stress and deflection analysis problems. Problems 1-3 cover pressure vessels and determining stresses in pipes under various internal pressures. Problems 4-7 analyze combined loadings on beams, bands and links, determining stresses, deflections, and using moment area theorems.
The document provides information about the overhead costs of various production and service departments of ABC Co. Ltd. It allocates the overhead costs of indirect labor, supervision, power, rent, insurance and depreciation to each department. It then reallocates the overhead costs of three service departments S1, S2 and S3 to the four production departments P1, P2, P3 and P4 using different allocation bases. Finally, it calculates the appropriate overhead absorption rate for each production department.
1) The rod consists of two portions made of different materials joined together. When the temperature increases by 50°C, a compressive force of 142.55 kN is induced in the rod.
2) A 0.5 mm gap exists in an aluminum bar at 24°C. The temperature at which the stress in the bar will be -75 MPa is 94.2°C. The length of the aluminum bar at this temperature is 0.45027m.
Presentation Acme engineering- Two Stage Turbo Shaft Engine- Pratt and WhittneySiddharth Salkar
Design and Analysis of Two Stage Turbofan Gas Turbine Engine-Pratt and Whitney
-Design, Manufacture, Cost, Performance analysis of Gas Turbine based on blades, material, operation, overhaul cost and market analysis and product Survival.
-Presented to delegates of Pratt and Whitney Canada
The document provides dimensional and mechanical properties for various standard steel shapes from the American Institute of Steel Construction (AISC) 13th edition. It includes tables listing properties like cross-sectional area, moments of inertia, radii of gyration, and weights per foot for wide flange beams, channels, angles, and other standard sections. Accompanying notes provide definitions and explanations of the terms and properties.
Ch08 10 combined loads & transformationsDario Ch
This document contains a table of contents for a textbook on mechanical engineering. The table of contents lists 14 chapters, beginning with "Stress" and ending with "Buckling of Columns". Each chapter is numbered and given a page range. The document provides an outline of the topics that will be covered in the textbook.
This document discusses stress and strain concepts including superposition, thermal expansion, and deformation of composite structures. It provides equations for normal stress, strain, thermal expansion, compatibility conditions, and summarizes several example problems. The examples calculate stresses, strains, deformations in structures with different materials subjected to forces, temperature changes, and determine reactions at supports.
MEKANIKA REKAYASA 3 (METODE DALIL 3 MOMEN DAN METODE CROSS)Sumarno Feriyal
This document describes the analysis of a beam-column structure subjected to loads. The structure consists of five sections A-B, B-C, C-D, D-E connected by joints. Three methods are used to solve for the internal forces: (1) moment area method, (2) three-moment equation method, and (3) cross-section method. The moment area method is used to calculate the internal moments, then the three-moment equation and cross-section methods are used to solve for the internal forces at each joint. Finally, the support reactions are calculated by considering equilibrium at each support.
This document provides calculations for the thickness requirements of various vessel components, including shells, heads, and jackets, to withstand internal pressure of 30 psi and external pressure of 15 psi. Finite element analysis shows the calculations provide a conservative, safe design with a factor of safety above 3. Key inputs include material properties, dimensions, pressures, and temperature. Calculations are shown for several components to verify the minimum required thicknesses based on ASME Section VIII Division 1 code rules.
This document provides specifications for a technical delivery of an item for Job NEM-LD-03 Drawing No. NEM-LD-03-01. It specifies that two caps are required as per the attached Material Requisition Report for size, tolerance, material, and other requirements. Testing reports and markings will be as required in the Material Requisition Report. Heat treatment and any supplementary requirements will also follow the specifications in the attached report.
This document contains calculations for determining the required thickness of a cylindrical pressure vessel based on ASME code requirements. It provides the dimensions, material properties, and calculations for a cylindrical vessel with an outside diameter of 108.661 inches, wall thickness of 0.709 inches, and length of 720 inches made of SA-516 Grade 70 steel. The calculations determine the required minimum thickness, maximum internal pressure, and check that the actual thickness and pressure are acceptable according to the ASME code requirements for a cylindrical pressure vessel.
This document contains calculations for determining the required thickness and maximum allowable pressure for a cylindrical pressure vessel based on ASME code requirements. It provides the dimensions, material properties, and calculations for a vessel with an outside diameter of 133.937 inches, wall thickness of 0.748 inches, and length of 951.496 inches made of SA-612 material. The minimum required thickness is calculated as 0.721 inches and the maximum allowable pressure is 259 psi, both of which meet the design requirements.
The document contains solutions to multiple problems involving determining shear stress, torque, and angle of twist in shaft and rod systems. Key details include formulas for calculating shear stress given torque and geometry, determining required diameters to not exceed allowable stress, and calculating angle of twist between sections using torque, length, shear modulus, and polar second moment of area. Examples analyze hollow and solid shafts made of materials like steel, brass, and aluminum under different torque conditions.
Design of an automotive differential with reduction ratio greater than 6eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
This document contains example problems for the selection and design of ball and roller bearings. Problem 11-1 provides an example calculation to select a deep-groove ball bearing based on its rated load capacity and required design life. Problem 11-2 performs similar calculations to select an angular-contact ball bearing. Problem 11-3 extends this to the selection of a straight roller bearing. The remaining problems provide additional examples of selecting bearings based on load conditions, reliability requirements, and combined load considerations.
This document contains 6 problems involving calculations of stress, strain, deflection and load capacity for mechanical structures composed of rods, beams, and wires under various loading conditions. The materials involved include steel, aluminum, brass and polystyrene. Deflections, elongations, average stresses and maximum supported loads are calculated using basic mechanics of materials equations relating force, stress, strain, modulus of elasticity and structural geometry.
This document contains calculations for the design of a hemispherical pressure vessel head. It provides dimensions and material properties, then calculates the required minimum thickness, maximum allowed internal pressure, and checks that the design meets code requirements. Key values include a required thickness of 0.411 inches and maximum allowed pressure of 286.8 psi.
MEKANIKA REKAYASA 3 (METODE CROSS DAN METODE TAKABEYA)Sumarno Feriyal
This document describes the analysis of a multi-story frame structure using the cross method and Takabeya method in structural mechanics. Key steps include:
1) Calculating stiffness and distribution coefficients for each member;
2) Computing primary moments due to external loads and vibration;
3) Solving equations to determine support reactions for different vibration modes;
4) Calculating shear and moment coefficients to determine initial rotational moments.
This document contains calculations for the design of a hemispherical head for a pressure vessel. It provides dimensions, material properties, and interior pressure. It then calculates the required minimum thickness, which is acceptable, and the maximum allowed design pressure, which is also acceptable based on the given interior pressure. In summary, it determines that the head design meets code requirements for thickness and pressure based on the input parameters.
This document contains 8 assignment sheets related to mechanical engineering concepts including:
1. Free body diagrams and reactions at supports
2. Internal reaction diagrams for beams
3. Axially loaded bars including stresses and deflections
4. Bending of bars including stresses, deflections, and internal reaction diagrams
5. Torsion of bars including shear stresses and angles of twist
6. Thin walled pressure containers including stress components and allowable pressures
7. Stress transformation including Mohr's circle and principal stresses
8. A problem involving stresses in a thin walled steel pressure container
The assignments cover a range of load cases and ask students to calculate stresses, deflections, reactions and other mechanical properties.
This document contains solutions to problems involving the calculation of shear stresses in beams. It determines shear stresses at specific points of beams by using the shear formula and calculating the shear force resisted by various beam components. The maximum shear stress in several beams is also calculated. Cross-sectional properties like moment of inertia are used. Shear stresses are indicated on volume elements and shear force diagrams are sketched.
Design of machine elements - V belt, Flat belt, Flexible power transmitting e...Akram Hossain
This document provides the solution to a multi-part design problem involving the design of a belt drive system. It selects appropriate pulley sizes and belt widths using standard design procedures and tables. It calculates key parameters like belt stress, operating tensions, and initial tension. The initial tension is found to be reasonable compared to recommendations. The document also provides a recommendation to potentially redesign the system for greater economy.
This document provides a summary of topics covered in a Mechanics of Solids tutorial, including pressure vessels, combined loadings, stress and deflection analysis problems. Problems 1-3 cover pressure vessels and determining stresses in pipes under various internal pressures. Problems 4-7 analyze combined loadings on beams, bands and links, determining stresses, deflections, and using moment area theorems.
The document provides information about the overhead costs of various production and service departments of ABC Co. Ltd. It allocates the overhead costs of indirect labor, supervision, power, rent, insurance and depreciation to each department. It then reallocates the overhead costs of three service departments S1, S2 and S3 to the four production departments P1, P2, P3 and P4 using different allocation bases. Finally, it calculates the appropriate overhead absorption rate for each production department.
1) The rod consists of two portions made of different materials joined together. When the temperature increases by 50°C, a compressive force of 142.55 kN is induced in the rod.
2) A 0.5 mm gap exists in an aluminum bar at 24°C. The temperature at which the stress in the bar will be -75 MPa is 94.2°C. The length of the aluminum bar at this temperature is 0.45027m.
Presentation Acme engineering- Two Stage Turbo Shaft Engine- Pratt and WhittneySiddharth Salkar
Design and Analysis of Two Stage Turbofan Gas Turbine Engine-Pratt and Whitney
-Design, Manufacture, Cost, Performance analysis of Gas Turbine based on blades, material, operation, overhaul cost and market analysis and product Survival.
-Presented to delegates of Pratt and Whitney Canada
The document provides dimensional and mechanical properties for various standard steel shapes from the American Institute of Steel Construction (AISC) 13th edition. It includes tables listing properties like cross-sectional area, moments of inertia, radii of gyration, and weights per foot for wide flange beams, channels, angles, and other standard sections. Accompanying notes provide definitions and explanations of the terms and properties.
Ch08 10 combined loads & transformationsDario Ch
This document contains a table of contents for a textbook on mechanical engineering. The table of contents lists 14 chapters, beginning with "Stress" and ending with "Buckling of Columns". Each chapter is numbered and given a page range. The document provides an outline of the topics that will be covered in the textbook.
This document discusses stress and strain concepts including superposition, thermal expansion, and deformation of composite structures. It provides equations for normal stress, strain, thermal expansion, compatibility conditions, and summarizes several example problems. The examples calculate stresses, strains, deformations in structures with different materials subjected to forces, temperature changes, and determine reactions at supports.
MEKANIKA REKAYASA 3 (METODE DALIL 3 MOMEN DAN METODE CROSS)Sumarno Feriyal
This document describes the analysis of a beam-column structure subjected to loads. The structure consists of five sections A-B, B-C, C-D, D-E connected by joints. Three methods are used to solve for the internal forces: (1) moment area method, (2) three-moment equation method, and (3) cross-section method. The moment area method is used to calculate the internal moments, then the three-moment equation and cross-section methods are used to solve for the internal forces at each joint. Finally, the support reactions are calculated by considering equilibrium at each support.
This document provides calculations for the thickness requirements of various vessel components, including shells, heads, and jackets, to withstand internal pressure of 30 psi and external pressure of 15 psi. Finite element analysis shows the calculations provide a conservative, safe design with a factor of safety above 3. Key inputs include material properties, dimensions, pressures, and temperature. Calculations are shown for several components to verify the minimum required thicknesses based on ASME Section VIII Division 1 code rules.
This document provides specifications for a technical delivery of an item for Job NEM-LD-03 Drawing No. NEM-LD-03-01. It specifies that two caps are required as per the attached Material Requisition Report for size, tolerance, material, and other requirements. Testing reports and markings will be as required in the Material Requisition Report. Heat treatment and any supplementary requirements will also follow the specifications in the attached report.
This document contains calculations for determining the required thickness of a cylindrical pressure vessel based on ASME code requirements. It provides the dimensions, material properties, and calculations for a cylindrical vessel with an outside diameter of 108.661 inches, wall thickness of 0.709 inches, and length of 720 inches made of SA-516 Grade 70 steel. The calculations determine the required minimum thickness, maximum internal pressure, and check that the actual thickness and pressure are acceptable according to the ASME code requirements for a cylindrical pressure vessel.
This document contains calculations for determining the required thickness and maximum allowable pressure for a cylindrical pressure vessel based on ASME code requirements. It provides the dimensions, material properties, and calculations for a vessel with an outside diameter of 133.937 inches, wall thickness of 0.748 inches, and length of 951.496 inches made of SA-612 material. The minimum required thickness is calculated as 0.721 inches and the maximum allowable pressure is 259 psi, both of which meet the design requirements.
This document provides design details and checks for a lifting shackle, sling, and padeye assembly. Key points include:
1. The sling and shackle are selected to have sufficient minimum breaking load capacity to safely lift the design load of 8417 kN, with safety factors applied according to standards.
2. The padeye dimensions are checked against criteria for the pin hole diameter, thickness, radii, and plate sizes. Stress checks are performed at critical locations like the pin hole.
3. Forces acting on the assembly are calculated based on the design load and orientation. Stresses are analyzed at points on the padeye to ensure values are below allowable limits.
This document summarizes the analysis and design of an RC beam according to Eurocode standards. It provides details of the beam geometry, materials, loading, and results of the structural analysis. The summary analyzes the beam over two zones for positive and negative bending moments to check reinforcement requirements for strength and crack control are satisfied according to code specifications.
This document discusses the calculation of loads on an integral bolted girth flange on a heat exchanger using finite element analysis and ASME design rules. It provides the design data for the flange, including dimensions, materials, pressures and temperatures. It then shows the step-by-step mathematical calculations to determine the required bolt load, flange moments, and various correction factors according to the ASME code. The results of the FEA analysis will be compared to the mathematical calculations to validate the flange design.
09-Strength of Gusset Plate (Steel Structural Design & Prof. Shehab Mourad)Hossam Shafiq II
1. The document discusses the methods to calculate the tensile strength of a gusset plate connection, including yielding on the gross area, fracture at the net area, and block shear failure.
2. It provides an example calculation for a gusset plate with given dimensions and materials. The tensile strength is calculated as 445.5 kN for yielding, 504.9 kN for fracture, and 490.68 kN for block shear.
3. A summary is given showing the strengths calculated for the bolted connection using different limit states like slip resistance and bearing failure are also included for reference. The governing strength is reported as 393.9 kN based on fracture of the effective area.
Roof Truss Design (By Hamza Waheed UET Lahore )Hamza Waheed
This presentation defines, describes and presents the most effective and easy way to design a roof truss with all the necessary steps and calculations based on Allowable Stress Design. Soft-wares like MD Solids, Truss Analysis have been used. It is most convenient way to design a roof truss which is being the most important structural components of All types of steel bridges.
This document provides instructions for using an anchor bolt schedule. It includes six types of anchor bolts with details like permissible forces, embedment lengths, and plate sizes. Design assumptions are based on working stress method for concrete grades M15 and M20. Examples of typical designs are provided for each bolt type, calculating forces and checking stresses.
design of water section concrete structuressyehia1
This document discusses the design of reinforced concrete sections under bending and axial loads. It provides examples of checking stresses, determining dimensions, and designing reinforcement for various reinforced concrete beam and column sections. The key steps are to assume trial dimensions, check tensile stresses, determine design moments and forces, calculate reinforcement ratios and areas, and check against code requirements. Reinforcement is designed to resist bending moments and axial forces with consideration of development lengths.
The document summarizes the design of an isolated square footing to support a 400x400mm reinforced concrete column with a vertical load of 50kN. It describes the 7 steps taken: 1) sizing the footing, 2) checking two-way shear, 3) designing flexure reinforcement, 4) checking one-way shear, 5) checking development length, 6) checking bearing stress, 7) distributing reinforcement. The final footing dimensions are 2x2m with a depth of 250mm. 12mm diameter bars are provided at 300mm spacing with 50mm clear cover and 740mm development length to satisfy design requirements.
This document provides specifications for the 2N2905 and 2N2907 silicon planar epitaxial PNP transistors. The 2N2905 is housed in a JEDEC TO-39 metal case and the 2N2907 is in a JEDEC TO-18 metal case. Both transistors are designed for high-speed saturated switching and general purpose applications. The document includes maximum ratings, thermal characteristics, electrical characteristics under pulsed test conditions, and mechanical dimension drawings for each package type.
The document provides details of a skirt analysis calculation for a vessel, including:
- Skirt and basering geometry and material properties
- Loads and stresses calculated using the Brownell and Young method
- Required thicknesses calculated for the basering, top ring, gusset plates, and skirt
- Minimum weld sizes calculated for the skirt/base junction and gusset/skirt welds
The analysis determines that the provided dimensions meet or exceed the calculated required thicknesses to withstand the loads from wind, dead weight, and other modeled conditions.
This document provides design calculations for structural elements of a concrete car park structure according to BS-8110, including:
1. A one-way spanning roof slab with a span of 2.8m, designed as simply supported with 10mm main reinforcement bars at 300mm spacing and 8mm secondary bars.
2. A load distribution beam D and non-load bearing beam E, with calculations provided for beam D's dead and imposed loads.
3. Requirements include individual work submission by January 2nd, 2016 and assumptions to be clearly stated.
A seminar presentation for major or minor project for BTech/MTech students on design of pressure vessels using composite materials. for complete presentation log on to www.mechieprojects.com
1. This document analyzes the thrust block parameters for a 90mm diameter pipe bent at 45 degrees. It calculates thrust values, soil and concrete weights, buoyancy forces, and passive soil resistance.
2. Stability is evaluated for overturning, sliding, and buoyancy at the design pressure of 450 kN/m2 and hydrostatic test pressure of 675 kN/m2. Factors of safety are above 1.5, indicating the thrust block design is safe.
3. The key parameters of the 90mm diameter pipe bent at 45 degrees are summarized, including the design and hydrostatic test pressures used in the stability evaluations.
This document provides information about a PNP general purpose amplifier and switch. It includes maximum ratings for voltages and currents, thermal characteristics, electrical characteristics, typical characteristics graphs, and packaging information for the TO-92 and SOT-23 packages. The device is designed for applications requiring high voltages and can operate with a collector-emitter voltage up to 150V and collector current up to 600mA.
Revolutionizing the Digital Landscape: Web Development Companies in Indiaamrsoftec1
Discover unparalleled creativity and technical prowess with India's leading web development companies. From custom solutions to e-commerce platforms, harness the expertise of skilled developers at competitive prices. Transform your digital presence, enhance the user experience, and propel your business to new heights with innovative solutions tailored to your needs, all from the heart of India's tech industry.
Architectural and constructions management experience since 2003 including 18 years located in UAE.
Coordinate and oversee all technical activities relating to architectural and construction projects,
including directing the design team, reviewing drafts and computer models, and approving design
changes.
Organize and typically develop, and review building plans, ensuring that a project meets all safety and
environmental standards.
Prepare feasibility studies, construction contracts, and tender documents with specifications and
tender analyses.
Consulting with clients, work on formulating equipment and labor cost estimates, ensuring a project
meets environmental, safety, structural, zoning, and aesthetic standards.
Monitoring the progress of a project to assess whether or not it is in compliance with building plans
and project deadlines.
Attention to detail, exceptional time management, and strong problem-solving and communication
skills are required for this role.
EASY TUTORIAL OF HOW TO USE CAPCUT BY: FEBLESS HERNANEFebless Hernane
CapCut is an easy-to-use video editing app perfect for beginners. To start, download and open CapCut on your phone. Tap "New Project" and select the videos or photos you want to edit. You can trim clips by dragging the edges, add text by tapping "Text," and include music by selecting "Audio." Enhance your video with filters and effects from the "Effects" menu. When you're happy with your video, tap the export button to save and share it. CapCut makes video editing simple and fun for everyone!
Fonts play a crucial role in both User Interface (UI) and User Experience (UX) design. They affect readability, accessibility, aesthetics, and overall user perception.
Connect Conference 2022: Passive House - Economic and Environmental Solution...TE Studio
Passive House: The Economic and Environmental Solution for Sustainable Real Estate. Lecture by Tim Eian of TE Studio Passive House Design in November 2022 in Minneapolis.
- The Built Environment
- Let's imagine the perfect building
- The Passive House standard
- Why Passive House targets
- Clean Energy Plans?!
- How does Passive House compare and fit in?
- The business case for Passive House real estate
- Tools to quantify the value of Passive House
- What can I do?
- Resources
International Upcycling Research Network advisory board meeting 4Kyungeun Sung
Slides used for the International Upcycling Research Network advisory board 4 (last one). The project is based at De Montfort University in Leicester, UK, and funded by the Arts and Humanities Research Council.
Visual Style and Aesthetics: Basics of Visual Design
Visual Design for Enterprise Applications
Range of Visual Styles.
Mobile Interfaces:
Challenges and Opportunities of Mobile Design
Approach to Mobile Design
Patterns
Storytelling For The Web: Integrate Storytelling in your Design ProcessChiara Aliotta
In this slides I explain how I have used storytelling techniques to elevate websites and brands and create memorable user experiences. You can discover practical tips as I showcase the elements of good storytelling and its applied to some examples of diverse brands/projects..
Storytelling For The Web: Integrate Storytelling in your Design Process
Engineering example calculation
1. PAGET EQUIPMENT CO.
417 EAST 29TH STREET MARSHFIELD, WI 54449
Date Printed: 2/27/2006
Vessel designed per the ASME Boiler & Pressure Vessel Code,
Section VIII, Division 1,2004 Edition, 2005 Addenda
with Advanced Pressure Vessel, Version: 9.1.1
Vessel is ASME Code Stamped
Job No: Example Vessels
Vessel Number: Fixed Tube
NAMEPLATE INFORMATION
Shell MAWP: 200.00 PSI and Full Vacuum at 650 °F
Channel MAWP: 150.00 PSI at 350 °F
MDMT: -20 °F at 200.00 PSI
Serial Number(s): __________________________________
National Board Number(s): __________________________________
Year Built: 2004
Radiography: RT 1-S, RT 1-T
Postweld Heat Treated: NONE-S, NONE-T
Signatures
Designed by:_______________________________________________________________ Date: ____/____/____
Jason Diercks