This document summarizes calculations for the metal structure of lifting molds. It considers two load scenarios: loads concentrated on one beam or distributed equally. Under both scenarios, the required beam dimensions and profiles are calculated to withstand the bending moments. Sheet metal thicknesses are also calculated. Finally, screw diameters are determined to withstand shear and tensile stresses from lifting 225kg. All selected beam profiles, thicknesses, and screw diameters meet or exceed design standards.
This document summarizes the calculations for the structure and lift of an SMED metal mold. It considers two load distribution hypotheses and calculates the required beam dimensions. For the lift, it calculates the total load and necessary profile dimensions to meet stress requirements. Sheet metal and screw calculations are also included to satisfy shear and bending limits.
This document provides a structural analysis and design check for a reinforced concrete beam. Key details include:
- The beam is subjected to a factored bending moment of -786 kNm
- Reinforcement includes 6T25 bars on the bottom with 4831 mm^2 of steel area
- Analysis shows the beam meets code requirements for bending capacity, shear strength, reinforcement spacing, and crack control
- Maximum shear stress of 1.382 N/mm^2 is below the allowable limit of 4.382 N/mm^2
- Reinforcement utilization is 0.859 for bending, within the acceptable range of 0-1
The final write-up for Advanced Fiber Reinforced Composites Class. The paper was to design a memo to a fictional client, clearly stating the design results and process for the pressure vessel.
This document provides information about the design of a roof structure including:
1. Load calculations for dead loads from roofing materials and live loads from rain and workers.
2. Load factors are applied to calculate design loads.
3. Moment and shear force calculations are performed based on the design loads.
4. Steel I-beam profiles are selected to resist the maximum tensile and compressive forces calculated.
5. The profiles are checked against design strength limits for yielding, ultimate strength, and block shear.
The document provides details on 10 practice problems related to metal cutting. Problem 1 asks to calculate motor power required for machining based on given data. Problem 2 asks to estimate time required for boring based on given data. Problem 3 asks to estimate power required for drilling and compare to problem 2. Problem 4 asks to calculate offset distance and time required for milling. Problem 5 asks to determine total production time for milling 800 components.
The document provides calculations for determining the required reinforcement of a concrete beam (balok) with the following information:
- Concrete compressive strength is 20 MPa
- Steel yield strength is 400 MPa
- Beam dimensions are 25cm x 40cm
- Loads include wall weight, floor finish weight, and live loads from balconies
Bending moments are calculated at different points along the beam due to the varying loads. Required steel reinforcement is then determined based on the bending moment values and reinforcement ratios from code tables. Reinforcement amounts are provided for three sections of the beam labeled A-B, B-C, and C-D.
The document discusses the costing of a reinforced concrete column. It provides details of the site visit, calculations for the bar schedule, formwork arrangement, and concrete mixing. The total cost of the column is calculated to be Rs. 46,757.78 after determining costs for reinforcement (Rs. 7,533), formwork (Rs. 8,972.23), and concreting (Rs. 20,901.20), along with a 25% markup for profit and contingencies. Key steps in the construction process and factors influencing costs are also reviewed.
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...Hossam Shafiq II
1. The document describes the design of a tension member with either a bolted or welded end connection.
2. For the bolted connection, the design uses 4 bolts with 20 mm diameter to connect two 102x89x6.4 mm angles based on checking slip resistance, bolt shear, bearing and member strength requirements.
3. For the welded connection, the design uses two 88.9x63.5x7.9 mm angles connected by 60 mm longitudinal and transversal welds, checking weld and member strength. The longitudinal weld length is increased to 70 mm to satisfy block shear requirements.
This document summarizes the calculations for the structure and lift of an SMED metal mold. It considers two load distribution hypotheses and calculates the required beam dimensions. For the lift, it calculates the total load and necessary profile dimensions to meet stress requirements. Sheet metal and screw calculations are also included to satisfy shear and bending limits.
This document provides a structural analysis and design check for a reinforced concrete beam. Key details include:
- The beam is subjected to a factored bending moment of -786 kNm
- Reinforcement includes 6T25 bars on the bottom with 4831 mm^2 of steel area
- Analysis shows the beam meets code requirements for bending capacity, shear strength, reinforcement spacing, and crack control
- Maximum shear stress of 1.382 N/mm^2 is below the allowable limit of 4.382 N/mm^2
- Reinforcement utilization is 0.859 for bending, within the acceptable range of 0-1
The final write-up for Advanced Fiber Reinforced Composites Class. The paper was to design a memo to a fictional client, clearly stating the design results and process for the pressure vessel.
This document provides information about the design of a roof structure including:
1. Load calculations for dead loads from roofing materials and live loads from rain and workers.
2. Load factors are applied to calculate design loads.
3. Moment and shear force calculations are performed based on the design loads.
4. Steel I-beam profiles are selected to resist the maximum tensile and compressive forces calculated.
5. The profiles are checked against design strength limits for yielding, ultimate strength, and block shear.
The document provides details on 10 practice problems related to metal cutting. Problem 1 asks to calculate motor power required for machining based on given data. Problem 2 asks to estimate time required for boring based on given data. Problem 3 asks to estimate power required for drilling and compare to problem 2. Problem 4 asks to calculate offset distance and time required for milling. Problem 5 asks to determine total production time for milling 800 components.
The document provides calculations for determining the required reinforcement of a concrete beam (balok) with the following information:
- Concrete compressive strength is 20 MPa
- Steel yield strength is 400 MPa
- Beam dimensions are 25cm x 40cm
- Loads include wall weight, floor finish weight, and live loads from balconies
Bending moments are calculated at different points along the beam due to the varying loads. Required steel reinforcement is then determined based on the bending moment values and reinforcement ratios from code tables. Reinforcement amounts are provided for three sections of the beam labeled A-B, B-C, and C-D.
The document discusses the costing of a reinforced concrete column. It provides details of the site visit, calculations for the bar schedule, formwork arrangement, and concrete mixing. The total cost of the column is calculated to be Rs. 46,757.78 after determining costs for reinforcement (Rs. 7,533), formwork (Rs. 8,972.23), and concreting (Rs. 20,901.20), along with a 25% markup for profit and contingencies. Key steps in the construction process and factors influencing costs are also reviewed.
10-Design of Tension Member with Bolted Connection (Steel Structural Design &...Hossam Shafiq II
1. The document describes the design of a tension member with either a bolted or welded end connection.
2. For the bolted connection, the design uses 4 bolts with 20 mm diameter to connect two 102x89x6.4 mm angles based on checking slip resistance, bolt shear, bearing and member strength requirements.
3. For the welded connection, the design uses two 88.9x63.5x7.9 mm angles connected by 60 mm longitudinal and transversal welds, checking weld and member strength. The longitudinal weld length is increased to 70 mm to satisfy block shear requirements.
theory of metal cutting assignment problemsR PANNEER
The document contains 7 questions related to metal cutting practices and calculations involving cutting speed, feed rate, shear angle, chip thickness, cutting forces, friction forces, power requirements, and production time. Specific calculations are asked to determine motor power, cutting time, drilling power, milling cutter offset, and total production time for machining various metals like mild steel, C-20 steel, and AISI-304 steel. Shear angle, chip reduction coefficient, forces, and energy are to be calculated using given tool geometries and machining conditions.
The document summarizes key concepts about the transfer of heat through conduction, convection, and radiation. It provides examples of calculating the rate of heat transfer through various materials using their thermal conductivity and the temperature difference across them. It also discusses calculating heat transfer through composite walls and rates of thermal radiation from blackbody objects based on their temperature and emissivity.
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 summarizes the design of reinforced concrete elements for a building including:
1. A two-way slab with mid-span and continuous edge reinforcement designed as T10-300 bars. Shear and deflection were checked.
2. Beams designed as singly reinforced with main reinforcement of 2T20 bars. Shear reinforcement of R10-275 was provided where required.
3. Short columns with axial load designed with 4T10 bars for main reinforcement.
4. A square footing with thickness of 600mm and area of 7.84m2. Reinforcement of 2549mm2 was designed for the critical section.
The document provides solutions to beam bending problems involving calculating stresses, moments of inertia, positions of neutral axes, and moduli of elasticity. It analyzes beams made of various materials under different loading conditions. Key equations for beam bending and stress are applied to calculate unknown values requested in each problem statement. Diagrams are included to illustrate composite beam cross sections and stress distributions.
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.
This document discusses production and cost functions for a fruit production company. It contains:
1) Estimates of linear and Cobb-Douglas production functions relating output to labor, fruit bunches, instruments, and a dummy variable.
2) Estimates of quadratic and cubic total cost functions relating costs to output.
3) Graphs of revenue, cost, and profit functions under competitive and monopoly market structures to determine profit-maximizing output levels.
The analysis finds that profit is maximized at 477kg under competition, yielding RM2465 in profits, and 250kg under monopoly, yielding higher profits of RM3779.
This document provides details of the design of a spread footing foundation, including:
1. Geometry, materials, and loads on the foundation.
2. Geotechnical design checks for stress, uplift, sliding, settlement, rotation.
3. Reinforced concrete design including required and provided reinforcement for the footing and column pier.
4. A summary of concrete and steel quantities.
Matrix Structural Analysis, Steel Frame Analysis in SAP2000Sajjad Ahmad
The document discusses the analysis of a frame structure. It provides details on the geometry of the frame, determining the degrees of freedom, formulation of load vectors, calculation of local and global stiffness matrices, and global assembly of the structure with a band width of 24. The equilibrium equations for the structure can then be formed from the assembled global stiffness matrix and load vector.
The document provides details of the design of a monolithic reinforced concrete slab. It includes the material properties, slab dimensions, load calculations, and reinforcement design for three slab panels. The slab thickness is selected as 150mm. Factored dead and live loads are calculated. Bending moments are calculated using provided coefficients increased by 25% per the reference standard. Minimum steel reinforcement is calculated and bar schedules are provided for flexural reinforcement.
The document provides information on basic punching theory and techniques. It discusses the three main problems in punching as die clearance being too small, poor tool maintenance, and misaligned turrets. It also covers topics such as die clearance, tonnage calculation, punch types, tool coatings and treatments, punching thick and thin materials, and the importance of tool maintenance.
1. The blank length for a section is calculated using the formula: Blank length = Total section dimension - 2 x No of bends x Thickness.
2. The blank size for a cup shaped job is calculated using the formula: Blank size = √(d^2 + 4dh), where d is the diameter and h is the height.
3. The force required for punching/piercing is calculated using the formula: Force = S x P x T, where S is the shear strength of material, P is the perimeter of punched/pierced section, and T is the thickness.
The document discusses how to calculate dead load and live load on structural elements like beams and slabs. It provides examples of calculating the dead load of RCC and steel beams based on their size, volume, and material density. Examples are also given for calculating the dead load and live load of RCC slabs based on their dimensions, volume, and material properties. Live load depends on the building usage, with examples given for residential and school buildings. Spanning systems for RCC slabs like one-way and two-way slabs are also briefly described.
The document summarizes the design of beam-and-slab systems. It describes how the one-way slab is designed as a continuous slab spanning the beam supports using moment distribution methods or a simplified coefficient method. Interior beams are designed as T-beams and edge beams as L-beams, which provide greater flexural strength than conventional beams. The beam and slab must be securely connected to transfer shear forces between them. The slab is reinforced as a one-way system and the beams are designed as simply supported beams spanning their supports.
1. The document provides engineering formulas and equations for statistics, mechanics, electricity, fluid mechanics, thermodynamics, structural analysis, and simple machines.
2. Key formulas include those for mean, median, mode, standard deviation, and probability. Mechanics formulas include those for force, torque, energy, power, and kinematics.
3. Formulas are also provided for stress, strain, modulus of elasticity, beam deflection, truss analysis, and mechanical advantage of simple machines like levers, inclined planes, and gears.
1) The document discusses calculating loads on a tractor shed structure from dead loads and wind loads. It provides steps to calculate the load on the trusses, columns, and foundations.
2) To calculate wind load, it explains determining the zone wind speed, applying a safety factor, calculating wind pressure, and determining wind force based on pressure and surface area.
3) The document encourages practicing these calculations on your own structure designs to understand load calculations.
This document summarizes the calculations for the structure and lift of a SMED metal mold. It considers two load distribution hypotheses and calculates the required beam dimensions. For the lift, it calculates the total load and necessary profile dimensions to meet stress requirements. Sheet metal thicknesses are determined. Finally, screw sizes are chosen to withstand the calculated shear and bending stresses. The optimal solutions meet regulations while supporting the expected loads.
Se presenta la solución de varios problemas sobre el análisis de esfuerzos en vigas, normales por flexión y cortante, aplicando los conceptos básicos de la mecánica de materiales
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...Hossam Shafiq II
1. The document describes the design of a simple shear connection between a beam and column using bolts. It provides equations to check the shear strength of the bolts and bearing strength of the plate.
2. An example is presented to determine the number and size of bolts needed to resist an ultimate shear force of 1000 kN between two beams. It is determined that 7 bolts with 18 mm diameter and 98.5 mm spacing will suffice.
3. The document also checks the strength of double angles used in the connection to transfer the force and confirms the chosen angles are adequate.
This document discusses the design of singly reinforced concrete beams. It covers:
1) Concrete stress distribution and equivalent stress blocks. The depth and location of the neutral axis are defined.
2) Strength analysis using equilibrium of forces and moments. Flexural strength equations are developed.
3) Determination of steel ratios including balanced, maximum, and minimum ratios based on material strengths and code requirements.
4) Procedure to determine the flexural strength of a beam given its dimensions and material properties.
5) Method to calculate the required steel area to resist a given bending moment based on an iterative approach solving for the depth of the compression block.
1. The document discusses material removal rate (MRR) calculations for various materials during electrochemical machining (ECM) processes under different conditions. Equations for calculating MRR in terms of current, atomic weight, valency, density, and Faraday's constant are provided.
2. MRR values are calculated for materials like copper, iron, nickel superalloy, and alloys using the given parameters and equations.
3. Key factors that influence MRR are identified as atomic weight of the work material, current, and electrolyte properties like resistivity. Commercial ECM is carried out at low voltage and high current.
This document discusses the load carrying capacity and design of reinforced concrete beams. It provides information on:
1. The loads carried by different types of beams supporting one-way or two-way slabs. Equations are given for calculating equivalent uniform distributed loads.
2. Slab load per unit area calculations for different floor types, including dead loads from self-weight, finishes, and live loads.
3. The process for designing singly reinforced concrete beams using the strength method, including selecting dimensions and reinforcement ratios to satisfy strength and serviceability limits.
4. Details on reinforcement schedules, bar types, hook lengths, and calculating rebar quantities.
theory of metal cutting assignment problemsR PANNEER
The document contains 7 questions related to metal cutting practices and calculations involving cutting speed, feed rate, shear angle, chip thickness, cutting forces, friction forces, power requirements, and production time. Specific calculations are asked to determine motor power, cutting time, drilling power, milling cutter offset, and total production time for machining various metals like mild steel, C-20 steel, and AISI-304 steel. Shear angle, chip reduction coefficient, forces, and energy are to be calculated using given tool geometries and machining conditions.
The document summarizes key concepts about the transfer of heat through conduction, convection, and radiation. It provides examples of calculating the rate of heat transfer through various materials using their thermal conductivity and the temperature difference across them. It also discusses calculating heat transfer through composite walls and rates of thermal radiation from blackbody objects based on their temperature and emissivity.
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 summarizes the design of reinforced concrete elements for a building including:
1. A two-way slab with mid-span and continuous edge reinforcement designed as T10-300 bars. Shear and deflection were checked.
2. Beams designed as singly reinforced with main reinforcement of 2T20 bars. Shear reinforcement of R10-275 was provided where required.
3. Short columns with axial load designed with 4T10 bars for main reinforcement.
4. A square footing with thickness of 600mm and area of 7.84m2. Reinforcement of 2549mm2 was designed for the critical section.
The document provides solutions to beam bending problems involving calculating stresses, moments of inertia, positions of neutral axes, and moduli of elasticity. It analyzes beams made of various materials under different loading conditions. Key equations for beam bending and stress are applied to calculate unknown values requested in each problem statement. Diagrams are included to illustrate composite beam cross sections and stress distributions.
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.
This document discusses production and cost functions for a fruit production company. It contains:
1) Estimates of linear and Cobb-Douglas production functions relating output to labor, fruit bunches, instruments, and a dummy variable.
2) Estimates of quadratic and cubic total cost functions relating costs to output.
3) Graphs of revenue, cost, and profit functions under competitive and monopoly market structures to determine profit-maximizing output levels.
The analysis finds that profit is maximized at 477kg under competition, yielding RM2465 in profits, and 250kg under monopoly, yielding higher profits of RM3779.
This document provides details of the design of a spread footing foundation, including:
1. Geometry, materials, and loads on the foundation.
2. Geotechnical design checks for stress, uplift, sliding, settlement, rotation.
3. Reinforced concrete design including required and provided reinforcement for the footing and column pier.
4. A summary of concrete and steel quantities.
Matrix Structural Analysis, Steel Frame Analysis in SAP2000Sajjad Ahmad
The document discusses the analysis of a frame structure. It provides details on the geometry of the frame, determining the degrees of freedom, formulation of load vectors, calculation of local and global stiffness matrices, and global assembly of the structure with a band width of 24. The equilibrium equations for the structure can then be formed from the assembled global stiffness matrix and load vector.
The document provides details of the design of a monolithic reinforced concrete slab. It includes the material properties, slab dimensions, load calculations, and reinforcement design for three slab panels. The slab thickness is selected as 150mm. Factored dead and live loads are calculated. Bending moments are calculated using provided coefficients increased by 25% per the reference standard. Minimum steel reinforcement is calculated and bar schedules are provided for flexural reinforcement.
The document provides information on basic punching theory and techniques. It discusses the three main problems in punching as die clearance being too small, poor tool maintenance, and misaligned turrets. It also covers topics such as die clearance, tonnage calculation, punch types, tool coatings and treatments, punching thick and thin materials, and the importance of tool maintenance.
1. The blank length for a section is calculated using the formula: Blank length = Total section dimension - 2 x No of bends x Thickness.
2. The blank size for a cup shaped job is calculated using the formula: Blank size = √(d^2 + 4dh), where d is the diameter and h is the height.
3. The force required for punching/piercing is calculated using the formula: Force = S x P x T, where S is the shear strength of material, P is the perimeter of punched/pierced section, and T is the thickness.
The document discusses how to calculate dead load and live load on structural elements like beams and slabs. It provides examples of calculating the dead load of RCC and steel beams based on their size, volume, and material density. Examples are also given for calculating the dead load and live load of RCC slabs based on their dimensions, volume, and material properties. Live load depends on the building usage, with examples given for residential and school buildings. Spanning systems for RCC slabs like one-way and two-way slabs are also briefly described.
The document summarizes the design of beam-and-slab systems. It describes how the one-way slab is designed as a continuous slab spanning the beam supports using moment distribution methods or a simplified coefficient method. Interior beams are designed as T-beams and edge beams as L-beams, which provide greater flexural strength than conventional beams. The beam and slab must be securely connected to transfer shear forces between them. The slab is reinforced as a one-way system and the beams are designed as simply supported beams spanning their supports.
1. The document provides engineering formulas and equations for statistics, mechanics, electricity, fluid mechanics, thermodynamics, structural analysis, and simple machines.
2. Key formulas include those for mean, median, mode, standard deviation, and probability. Mechanics formulas include those for force, torque, energy, power, and kinematics.
3. Formulas are also provided for stress, strain, modulus of elasticity, beam deflection, truss analysis, and mechanical advantage of simple machines like levers, inclined planes, and gears.
1) The document discusses calculating loads on a tractor shed structure from dead loads and wind loads. It provides steps to calculate the load on the trusses, columns, and foundations.
2) To calculate wind load, it explains determining the zone wind speed, applying a safety factor, calculating wind pressure, and determining wind force based on pressure and surface area.
3) The document encourages practicing these calculations on your own structure designs to understand load calculations.
This document summarizes the calculations for the structure and lift of a SMED metal mold. It considers two load distribution hypotheses and calculates the required beam dimensions. For the lift, it calculates the total load and necessary profile dimensions to meet stress requirements. Sheet metal thicknesses are determined. Finally, screw sizes are chosen to withstand the calculated shear and bending stresses. The optimal solutions meet regulations while supporting the expected loads.
Se presenta la solución de varios problemas sobre el análisis de esfuerzos en vigas, normales por flexión y cortante, aplicando los conceptos básicos de la mecánica de materiales
21-Design of Simple Shear Connections (Steel Structural Design & Prof. Shehab...Hossam Shafiq II
1. The document describes the design of a simple shear connection between a beam and column using bolts. It provides equations to check the shear strength of the bolts and bearing strength of the plate.
2. An example is presented to determine the number and size of bolts needed to resist an ultimate shear force of 1000 kN between two beams. It is determined that 7 bolts with 18 mm diameter and 98.5 mm spacing will suffice.
3. The document also checks the strength of double angles used in the connection to transfer the force and confirms the chosen angles are adequate.
This document discusses the design of singly reinforced concrete beams. It covers:
1) Concrete stress distribution and equivalent stress blocks. The depth and location of the neutral axis are defined.
2) Strength analysis using equilibrium of forces and moments. Flexural strength equations are developed.
3) Determination of steel ratios including balanced, maximum, and minimum ratios based on material strengths and code requirements.
4) Procedure to determine the flexural strength of a beam given its dimensions and material properties.
5) Method to calculate the required steel area to resist a given bending moment based on an iterative approach solving for the depth of the compression block.
1. The document discusses material removal rate (MRR) calculations for various materials during electrochemical machining (ECM) processes under different conditions. Equations for calculating MRR in terms of current, atomic weight, valency, density, and Faraday's constant are provided.
2. MRR values are calculated for materials like copper, iron, nickel superalloy, and alloys using the given parameters and equations.
3. Key factors that influence MRR are identified as atomic weight of the work material, current, and electrolyte properties like resistivity. Commercial ECM is carried out at low voltage and high current.
This document discusses the load carrying capacity and design of reinforced concrete beams. It provides information on:
1. The loads carried by different types of beams supporting one-way or two-way slabs. Equations are given for calculating equivalent uniform distributed loads.
2. Slab load per unit area calculations for different floor types, including dead loads from self-weight, finishes, and live loads.
3. The process for designing singly reinforced concrete beams using the strength method, including selecting dimensions and reinforcement ratios to satisfy strength and serviceability limits.
4. Details on reinforcement schedules, bar types, hook lengths, and calculating rebar quantities.
Lec 13-14-15-flexural analysis and design of beams-2007-rCivil Zone
This document discusses the load carrying capacity and design of reinforced concrete beams. It provides information on:
1. The loads carried by different types of beams supporting one-way or two-way slabs. Equations are given for calculating equivalent uniform distributed loads.
2. Slab load per unit area calculations for different floor types, including dead loads from self-weight, finishes, and live loads.
3. The process for designing singly reinforced concrete beams using the strength method, including selecting dimensions and reinforcement ratios to satisfy strength and serviceability limits.
4. Details on reinforcement schedules, bar types, hook lengths, and calculating rebar quantities.
Design of composite steel and concrete structures.pptxSharpEyu
This document discusses the design of composite slabs with profiled steel sheeting. It covers general requirements for the slab thickness, connection systems, and analysis for forces and moments. It also provides an example calculation for checking the flexure, shear, and deflection of a composite slab with profiled steel sheeting. The slab is found to have sufficient strength for bending but is not strong enough for longitudinal shear based on the m-k method calculations in the example.
The document outlines the design of a power screw clamping mechanism. It includes:
1. An introduction to the project and screw thread design.
2. Details on the power screw design including material selection, size calculations, and stress analysis.
3. Details on the frame and arm design including force and stress analysis.
4. An overview of modeling the individual parts and full assembly in SolidWorks.
check it out: http://goo.gl/vqNk7m
CADmantra Technologies pvt. Ltd. is a CAD Training institute specilized in producing quality and high standard education and training. We are providing a perfact institute for the students intersted in CAD courses CADmantra is established by a group of engineers to devlop good training system in the field of CAD/CAM/CAE, these courses are widely accepted worldwide.
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This document provides design details for a simply supported concrete bridge with a solid slab cross section and two 3.6m lanes. Key information includes:
1. The bridge is 20m long with f'c concrete strength of 280kg/cm2 and fy reinforcement strength of 4200kg/cm2.
2. Load and resistance factor design (LRFD) according to AASHTO standards is used.
3. The critical design loads are an HL-93 truck and tandem, with maximum reactions of 57.77 tons and moments of 255.95 ton-m including impact factors.
4. Calculations determine the equivalent width of a traffic lane to be 5.596m for a single
Se aplica el método de doble integración usando funciones de singularidad y el método de superposición para realizar el análsiis de deformaciones en vigas. Se resuelven vigas estáticaticamente por medio de estos métodos
1) Fatigue is failure under repeated loading due to gradual cracking. The S-N curve relates stress levels to the number of cycles to failure. Factors like mean stress, stress amplitude, stress concentration, and surface finish affect fatigue properties.
2) Miner's cumulative damage theory assumes damage from different stress levels is independent and sums fractions of life used to predict failure. It is commonly used to analyze complex variable loading.
3) Goodman, Soderberg and Gerber rules use the S-N curve and material properties to predict if a part under cyclic loading with a given mean stress and stress amplitude will fail by fatigue. They allow determination of maximum and minimum stresses.
Sheryar Bismil
Student of Mirpur University of Science & Technology(MUST).
Student of Final Year Civil Engineering Department Main campus Mirpur.
Here we Gonna to learn about the basic to depth wise study of Plan Reinforced Concrete-i.
From basis terminology to wide information about the analysis and design of Concrete member like column,Beam,Slab,etc.
This document provides an example calculation for determining the interaction factors kyy, kyz, kzy, and kzz for a member subjected to combined bending and axial compression. It involves classifying the cross-section, calculating the relevant buckling strengths, and determining the reduction factors χy, χz, and χLT. The example analyzes an IPE 400 cross-section and determines it is Class 1. It then calculates the member's elastic buckling strengths and reduction factors. Finally, it assumes values from Annex A, Table A.2 to determine the actual interaction factors for the example member.
This document discusses the design of one-way and two-way concrete slabs. It provides formulas and steps for determining slab thickness, loads on the slab, bending moments, and steel reinforcement ratios and amounts. An example problem is presented that demonstrates the design of a two-way slab with given dimensions, live load, and material properties. The loads, moments, and reinforcement ratios and areas are calculated for the slab.
Space Radiation Superconductive Shield (SR2S) is an EU funded FP7 project which is researching new technology to protect astronauts in space from radiation. On 9th April 2014 in Torino, Italy, SR2S held their first conference to give an update on the project so far.
For more information visit:
www.sr2s.eu
Twitter - @SR2SMars
This document provides a design example for a reinforced concrete T-beam bridge girder. It includes the design of the deck slab, longitudinal girders, and cross girders. The design uses Courbon's method to calculate live load bending moments and shear forces. Details are given for the design of an interior deck slab panel including reinforcement sizing. Design of the longitudinal girders includes calculating reaction factors and sizing reinforcement to resist bending moments and shear forces from dead and live loads.
DESIGN OF DECK SLAB AND GIRDERS- BRIDGE ENGINEERINGLiyaWilson4
This document provides a design example for a reinforced concrete T-beam bridge girder. It includes the design of the deck slab, longitudinal girders, and cross girders. The design uses Courbon's method to calculate live load bending moments and shear forces. Details are given for the design of an interior deck slab panel including reinforcement sizing. Design of the longitudinal girders includes calculating reaction factors and sizing reinforcement to resist bending moments and shear forces from dead and live loads.
DESIGN OF DECK SLAB AND GIRDERS- BRIDGE ENGINEERING
Metal Structure Calculations
1. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
CALCULO DE LA VIGA DEL APOYA- MOLDES
Two hypothesis.
1. We suppose the load will be leant just on one beams.
2. We suppose the load distributed equally on each .
First :
The heaviest mould weighs 3200kg , We suppose a distributed load
3200Kg/540mm =6Kg/mm
6Kg/mm
R1 R2
We use a square hollow beam:
R1 + R 2 = 6 • 540
6 • 540 • 270 = 540 R1
R1 = 1620 Kg
R 2 = 1620 Kg
Maximum moment
4200kg
1176000
Proyecto fin de carrera
2. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
Q = −6 x + 1620
Mf = −3x 2 + 1620 x
x = 270mm
Mf max = −3 • 2702 + 1670 • 270
Mf max = 218700 Kg • mm
Square hollow beam
Steel A-42
218000 Kg • m L
σ adm = 260 Kg 2 260 = •
mm L
4
2
M f max
σ adm = •x 12
Ix L = 18mm
.
Square de 40.2 L=40mm (length) y e=2mm (thickness)
M f max M f max ( Kg • mm )
W = 3.40cm3 = 3400mm3 σ adm = 260 Kg 2 =
W mm 3400mm3
Mf max = 884000 Kg • mm Mf max > 218000( Kg • mm ) Cumple
Proyecto fin de carrera
3. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
Second hypothesis :
2Kg/mm
R1 R2
R1 + R 2 = 2 • 540
2 • 540 • 270 = 540 R1
R1 = 1080 Kg
R 2 = 1080 Kg
Maximum moment
2Kg/mm
R1
Q = −2 x + 540
Mf = − x 2 + 540 x
x = 270mm
Mf max = ( − 1) • 2702 + 540 • 270
Mf max = 72900 Kg • mm
Proyecto fin de carrera
4. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
72900 Kg • m L
σ adm = 260 Kg 2 260 = •
mm L
4
2
M f max
σ adm = •x 12
Ix L = 12mm
12mm de lado, the standard which fits best according to the regulation NBE
EA-95
L= 40mm; e = 2mm
M f max M f max ( Kg • mm )
W = 3.40cm3 = 3400mm3 σ adm = 260 Kg 2 =
W mm 3400mm3
Mf max = 884000 Kg • mm Mf max > 72900( Kg • mm ) Cumple
CALCULATION OF THE LIFT
Calculation of the total load lean on the lift
Ct = Cd + Ces
Cd = depots loaded; Ces = weight metallic structure.
ρac= 7850 Kg / m 3 (Steel density).
Proyecto fin de carrera
5. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
ρpp = 1kg / m3 (Polypropylene density)
Measurement of the depots:
• ∅235mm x 835
• ∅235mm x 605
Cálculation of the depot´s load
M π • 0.2352
ρ= M = ρ • V : M = 7851 • 0.850 • = 284 Kg Deposito1
V 4
M π • 0.2352
ρ= M = 7851 • 0.605 • = 206 Kg Deposito 2
V 4
Calculation of the metallic structure load
M = ρ • V Ves = L • as = 3.555 • 0.060 2 = 0.012798mm 3 Volumen de la estructura metálica
M = 7850 • 0.012798 = 100 Kg
Ct = Cd + Ces Ct = 490 + 100 = 590
Suponiendo que los deposito esta n llenos
590 kg
Seccion A-A
E:1/5
Proyecto fin de carrera
6. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
section A-A
Q=590Kg
Mf=590*50Kgmm
:
• Sheer stress.
• Bending moment.
Sheer stress
a a
590 • •a•
Q • Me 2 2 ≤ 26• 0.5
τ≥ ; a = 12mm (sec ción maciza )
b•I a 4
a•
12
Momento flector
Mf 590 • 50 • 3 a
σ≥ y : 26 = • ; a = 30mm
I a4 2 Con un coeficiente de seguridad N=3
12
Estándar profile according to the regulations is 40.2
Mf 590 • 50 • 3
σ≥ y : 26 ≥ • 20 do not meet the minimum security conditions
I 66000
Proyecto fin de carrera
7. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
profile 60.2
Mf 590 • 50 • 3
σ≥ y : 26 ≥ • 30
I 248000 meet all the specifications
(*)Meeting all the specifications according to the regulations NBE-EA95.
Calculation metal sheet nº7
550 Kg.
59mm
Sección B-B
Section B-B
550 Kg
550*59
b
a
Sheer stress
b b
550 • • 20 •
Q • Me 2 2 ≤ 26• 0.5
τ≥ ; b = 5mm
b•I 20 • b 4
b•
12
Proyecto fin de carrera
8. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
Bending moment
Mf 550 • 59 • 3 b
σ≥ y : 26 ≥ • b = 10.5mm
I 20 • b 4 2
12
The metal sheet has 11mm of thickness
Calculation metal sheet nº8
550 Kg
30
a
Sección C-C
60
section C-C
550 Kg
550*54
b
a
Bending moment
Mf 550 • 54 • 3 b
σ ≥ y : 26 ≥ • b = 8mm N=3
I 40 • b 4 2
12
The thickness is of 8mm.
Screw calculation for piece 9
Proyecto fin de carrera
9. S.M.E.D (Single minute Exchange of day)
Metal structure calculation
N 225(*) • 3 De diámetro
σ= 26 ≥ D = 2mm
A D •π •8
Sheer screw calculation
Q 225(*) • 3
τ = 13 ≥ D = 8mm
A π •D2 Cogemos el mayor, necesitamos un tornillo de
4
métrica 8
Proyecto fin de carrera