The document provides design details for a column base plate, including:
1) Calculations for required plate thickness based on bearing pressure and moments;
2) Tension design calculations for bolts and plate thickness;
3) Shear and bending calculations for a shear key; and
4) Weld design checks.
The summary includes key parameters such as bearing pressure, grade of concrete, permissible stresses, bolt sizes, and plate dimensions.
This document contains calculations for the midship section modulus and moment of inertia of a ship. It provides the dimensions, areas, section moduli, and moments of inertia for various structural elements both above and below the assumed neutral axis. The total section modulus at the keel is 4639.59 cm^3 and at the main deck is 9279.19 cm^3. The actual neutral axis is located 17.22 cm above the assumed axis.
This document provides details about the Modikhola Hydropower project in Nepal. It describes the key specifications of the 14.8 MW run-of-river hydropower plant, including details about the civil works like the intake, tunnel, and powerhouse, as well as the mechanical, electrical, control, and protection systems. It also notes some problems like the small size of the settling basin and lack of a SCADA system, and provides recommendations to address these issues.
This document provides guidelines for the hydraulic design of small hydro power plants, including the design of head works and intake structures. It discusses three main types of head works: lateral intake, trench intake, and reservoir/canal intakes. For lateral intake head works, guidelines are provided on site selection, determining key elevations, layout, sizing sediment flushing gates, sizing intake trash racks, and designing diversion structures and spillways. References for further information on lateral intake and diversion weir design are also included. The guidelines aim to optimize hydraulic performance while balancing other practical constraints. Hydraulic model studies are recommended for important projects or unusual sites.
This document provides an outline for a presentation on evaluating the performance of desilting basins used in small hydropower plants. It discusses the problems caused by sediment in SHP plants and how desilting basins are used to trap sediment before it reaches turbines. The objective of the study is to evaluate the performance of existing desilting devices and examine the impact of sediment on turbines. Data was collected from 14 SHP sites through site visits. Desilting basin efficiency was evaluated using various methods and compared to observed efficiency. Analysis found the effect of desilting basin efficiency on turbine runners.
Roof Truss Design (By Hamza Waheed UET Lahore )Hamza Waheed
Ìý
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 appears to be a summary report generated from structural analysis software. It provides maximum and minimum displacement, force, and stress results for various load cases applied to a space frame structure with over 3500 nodes and 4500 elements. Displacement, force, and stress values are reported for nodes, beams, beam ends, plates, and load combinations including dead and live loads.
The document outlines 8 steps for designing the structure of a building: 1) selecting a building plan, 2) drawing the plan in AutoCAD, 3) calculating loads, 4) creating a STAAD model, 5) sizing columns and beams, 6) entering loads, 7) selecting materials, and 8) designing structural elements. It then provides details on load calculations, beam sizes and reinforcement, and column sizes for a sample college building design.
This document provides dimension tables for pipes, fittings, flanges, valves and other piping components from NPS 1/2 to NPS 72. It includes general information, pipe dimensions conforming to Korean and Japanese standards, fitting dimensions conforming to ASME standards, flange dimensions conforming to various standards, valve dimensions conforming to API 602, and unit conversion tables for length, area, mass and other units. Abbreviations used are also defined. Exceptions for welding clearances and minimum dimensions are noted.
Diseno en ingenieria mecanica de Shigley - 8th ---HDes
descarga el contenido completo de aqui http://paralafakyoumecanismos.blogspot.com.ar/2014/08/libro-para-mecanismos-y-elementos-de.html
Elements their atomic numbers and logarithmsSatyam
Ìý
This document contains tables listing:
1) The elements, their atomic numbers and molar masses.
2) Common units used to measure mass, volume, energy, length, force, pressure and temperature along with conversion factors between units.
3) Standard reduction potentials for various half-reactions involving reduction of elements and compounds.
The document contains load and displacement data for different stories of a building. It includes maximum and minimum load values in the X, Y, and Z directions as well as rotational displacements for each story. It also contains calculated displacement values in the X and Y directions for different entrepisos of the building.
1. This document describes a study of premixed atmospheric-pressure dimethyl ether-air flames conducted by researchers at Lawrence Livermore National Laboratory.
2. The study used experimental and modeling techniques to examine flames consisting of mixtures of dimethyl ether and air.
3. The results of the study were published in an article in the Journal of Physical Chemistry A in 2000.
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.
1. The document describes the design of several vessels and towers, including their dimensions, operating conditions, materials, and thickness calculations.
2. Vessels V-401, V-402, and V-403 are designed with different volumes and operating pressures but use the same steel grade and have hemispherical heads.
3. Towers T-401 and T-402 are cylindrical with conical bottoms, and specifications like materials and thicknesses are calculated based on each design's unique dimensions and operating pressure.
Analysis and design of 15 storey office andMasroor Alam
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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.
Analysis and design of 15 storey office andMasroor Alam
Ìý
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 results presented include deflections, story drifts, reinforcement details for representative columns, beams, slabs, and shear walls that meet design code specifications.
Structural Design Calculations of Cement Mill 4 Benedict Banquil
Ìý
This document provides a structural design calculation and analysis of reinforced concrete columns for a proposed transporter structural steel frame at a cement mill. It includes descriptions of the project title, owner, location, and job order. It then details the design loads considered - including dead loads, operational loads, vibration loads, soil pressures, and earthquake loads. Load combinations are defined for both service and ultimate limit states. The results of the column design are then summarized, finding that all structural members passed the limit state requirements.
This document provides the design of a security room structure. It includes calculations for loads on the structure from dead loads, live loads, and earthquake loads. It also includes modeling of the structure in STAAD Pro software, showing the joints, members, material properties, and load cases analyzed. Reinforced concrete design is performed for structural elements including the roof slab, foundation, and main structural members.
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.
Shallow and Deep Founation Design CalucationsTyler Edgington
Ìý
This document provides details for a group design project involving a shallow foundation and deep foundation (piles) for Site A. For the shallow foundation, key parameters and calculations are provided to design an 18.5m wide square footing to support a tank. Settlement is estimated at 60.53mm. For the deep foundation, 22x22 pile grid is selected using 445mm diameter piles with a factor of safety of 3. Settlement is estimated to be 27.23mm.
NICHIFU is a pioneer in manufacturing of solderless terminals and sleeves, Insulated terminals, sleeves, closed-end connectors, quick-disconnects and water-proof connetors, compression terminals, clamp connectors, crimping tool
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This document provides specifications for standard heat exchangers models TG330 to TG930. The key features described are that the tubes are made of 316L stainless steel, the fins can be copper, aluminum or stainless steel, the units have either 2 or 3 rows, and they undergo cleaning, passivation and 100% leak testing. Performance data including air and water flow rates, pressure drops, and heat transfer capacities are provided for sample 2-row and 3-row models.
This document contains code for a program that calculates dates and time zones. It includes variables, logic statements, and code to convert between date formats and time zones. The code first sets variables for the month, day, and year from the system date. It then uses if/then logic statements to calculate the day of the year based on the month and adjust for time zone by adding or subtracting hours based on longitude.
Interior architecture is something that completely focuses on the interior and its functionality for human occupancy. Interior architecture simply blends art & science in order to create, restore, or readapt the inside of various different buildings, such as residential homes, offices, or other interior areas.
This lecture explores the fundamental mechanical properties of materials—strength, stiffness, toughness, ductility, and hardness—and their critical role in product design and manufacturing. Through real-world examples and academic references, the lecture highlights how understanding these properties enables designers to predict material behaviour, ensuring safety, durability, and efficiency in their products. Key topics include the structural origins of material properties, the effects of time and temperature, and the importance of context in material selection. By the end of the lecture, students will gain the knowledge needed to select appropriate materials for innovative and functional product designs, tailored to specific user needs and environmental conditions.
Roof Truss Design (By Hamza Waheed UET Lahore )Hamza Waheed
Ìý
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 appears to be a summary report generated from structural analysis software. It provides maximum and minimum displacement, force, and stress results for various load cases applied to a space frame structure with over 3500 nodes and 4500 elements. Displacement, force, and stress values are reported for nodes, beams, beam ends, plates, and load combinations including dead and live loads.
The document outlines 8 steps for designing the structure of a building: 1) selecting a building plan, 2) drawing the plan in AutoCAD, 3) calculating loads, 4) creating a STAAD model, 5) sizing columns and beams, 6) entering loads, 7) selecting materials, and 8) designing structural elements. It then provides details on load calculations, beam sizes and reinforcement, and column sizes for a sample college building design.
This document provides dimension tables for pipes, fittings, flanges, valves and other piping components from NPS 1/2 to NPS 72. It includes general information, pipe dimensions conforming to Korean and Japanese standards, fitting dimensions conforming to ASME standards, flange dimensions conforming to various standards, valve dimensions conforming to API 602, and unit conversion tables for length, area, mass and other units. Abbreviations used are also defined. Exceptions for welding clearances and minimum dimensions are noted.
Diseno en ingenieria mecanica de Shigley - 8th ---HDes
descarga el contenido completo de aqui http://paralafakyoumecanismos.blogspot.com.ar/2014/08/libro-para-mecanismos-y-elementos-de.html
Elements their atomic numbers and logarithmsSatyam
Ìý
This document contains tables listing:
1) The elements, their atomic numbers and molar masses.
2) Common units used to measure mass, volume, energy, length, force, pressure and temperature along with conversion factors between units.
3) Standard reduction potentials for various half-reactions involving reduction of elements and compounds.
The document contains load and displacement data for different stories of a building. It includes maximum and minimum load values in the X, Y, and Z directions as well as rotational displacements for each story. It also contains calculated displacement values in the X and Y directions for different entrepisos of the building.
1. This document describes a study of premixed atmospheric-pressure dimethyl ether-air flames conducted by researchers at Lawrence Livermore National Laboratory.
2. The study used experimental and modeling techniques to examine flames consisting of mixtures of dimethyl ether and air.
3. The results of the study were published in an article in the Journal of Physical Chemistry A in 2000.
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.
1. The document describes the design of several vessels and towers, including their dimensions, operating conditions, materials, and thickness calculations.
2. Vessels V-401, V-402, and V-403 are designed with different volumes and operating pressures but use the same steel grade and have hemispherical heads.
3. Towers T-401 and T-402 are cylindrical with conical bottoms, and specifications like materials and thicknesses are calculated based on each design's unique dimensions and operating pressure.
Analysis and design of 15 storey office andMasroor Alam
Ìý
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.
Analysis and design of 15 storey office andMasroor Alam
Ìý
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 results presented include deflections, story drifts, reinforcement details for representative columns, beams, slabs, and shear walls that meet design code specifications.
Structural Design Calculations of Cement Mill 4 Benedict Banquil
Ìý
This document provides a structural design calculation and analysis of reinforced concrete columns for a proposed transporter structural steel frame at a cement mill. It includes descriptions of the project title, owner, location, and job order. It then details the design loads considered - including dead loads, operational loads, vibration loads, soil pressures, and earthquake loads. Load combinations are defined for both service and ultimate limit states. The results of the column design are then summarized, finding that all structural members passed the limit state requirements.
This document provides the design of a security room structure. It includes calculations for loads on the structure from dead loads, live loads, and earthquake loads. It also includes modeling of the structure in STAAD Pro software, showing the joints, members, material properties, and load cases analyzed. Reinforced concrete design is performed for structural elements including the roof slab, foundation, and main structural members.
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.
Shallow and Deep Founation Design CalucationsTyler Edgington
Ìý
This document provides details for a group design project involving a shallow foundation and deep foundation (piles) for Site A. For the shallow foundation, key parameters and calculations are provided to design an 18.5m wide square footing to support a tank. Settlement is estimated at 60.53mm. For the deep foundation, 22x22 pile grid is selected using 445mm diameter piles with a factor of safety of 3. Settlement is estimated to be 27.23mm.
NICHIFU is a pioneer in manufacturing of solderless terminals and sleeves, Insulated terminals, sleeves, closed-end connectors, quick-disconnects and water-proof connetors, compression terminals, clamp connectors, crimping tool
www.haophuong.com
This document provides specifications for standard heat exchangers models TG330 to TG930. The key features described are that the tubes are made of 316L stainless steel, the fins can be copper, aluminum or stainless steel, the units have either 2 or 3 rows, and they undergo cleaning, passivation and 100% leak testing. Performance data including air and water flow rates, pressure drops, and heat transfer capacities are provided for sample 2-row and 3-row models.
This document contains code for a program that calculates dates and time zones. It includes variables, logic statements, and code to convert between date formats and time zones. The code first sets variables for the month, day, and year from the system date. It then uses if/then logic statements to calculate the day of the year based on the month and adjust for time zone by adding or subtracting hours based on longitude.
Interior architecture is something that completely focuses on the interior and its functionality for human occupancy. Interior architecture simply blends art & science in order to create, restore, or readapt the inside of various different buildings, such as residential homes, offices, or other interior areas.
This lecture explores the fundamental mechanical properties of materials—strength, stiffness, toughness, ductility, and hardness—and their critical role in product design and manufacturing. Through real-world examples and academic references, the lecture highlights how understanding these properties enables designers to predict material behaviour, ensuring safety, durability, and efficiency in their products. Key topics include the structural origins of material properties, the effects of time and temperature, and the importance of context in material selection. By the end of the lecture, students will gain the knowledge needed to select appropriate materials for innovative and functional product designs, tailored to specific user needs and environmental conditions.
Design is more than just looks. Dedicated designers help drive conversions, build stronger brands, and improve user experiences to ultimately deliver a significant return on investment.
Increased Conversions:
94% of first impressions are design-related.
Companies with strong design deliver 32% higher revenue.
Enhanced Brand Perception:
75% of website visitors judge the credibility of a company based on their website design.
89% of users who've had a poor user experience tend to switch to a competitor website.
Improved User Experience (UX):
Companies that prioritize UX see a 25% increase in customer satisfaction.
88% of visitors will probably not re-visit a website if they've had a bad user experience.
Cost-Effectiveness:
Save on costs by getting the design right the first time. Post-release fixes can be 100 times more expensive.
90% of users say that clear visuals improve their understanding of a product.
Stronger Brand Identity:
77% of consumers say that the logo of a brand is an important component when they buy any product.
Consistent branding across all channels increases brand recognition by 36%.
Source: https://www.linearity.io/blog/ux-statistics/
to trust in the long run. This is where dedicated designers come in.
These creative professionals are not there to make things look pretty. They bring with them a mix of artistry and business acumen that can drive innovation and assist you in delivering great results. These problem-solvers can transform your business from the inside out.
Here are 10 ways hiring dedicated designers can drive growth and success to your business.
1. They craft a powerful visual identity
2. They champion user-centered design
3. They drive conversions and boost sales
4. They simplify complex information
5. They foster a culture of innovation
6. They streamline processes and enhance productivity
7. They build trust and credibility
8. They cultivate a positive work environment
9. They differentiate your brand
10. They drive measurable results
Many people make the mistake of considering dedicated designers as stylists. These skilled designers are not just stylists. They are strategic problem-solvers who can significantly impact your business's success. Want to unlock the full potential of your brand? To achieve sustainable growth why not hire a dedicated designer for your business?
https://www.virtualemployee.com/services/hire-dedicated-designers
Stepping into a Pilates studio for the first time can be a tad intimidating, especially when faced with an array of unfamiliar equipment that seems more fitting for a science lab than a workout space. However, these apparatuses are at the heart of the Pilates experience, each designed to facilitate specific movements and benefits.
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If you're a die-hard NASCAR fan, you've probably already heard of Carson Hocevar, the rising star in stock car racing. Known for his bold personality and aggressive driving style, Hocevar has made a name for himself in the NASCAR Cup Series. But it's not just his skills on the track that have fans talking—his merchandise game is just as strong! One of his latest and most talked-about releases is the "Wanna Join My Boy Band?" CH 77 T shirt, a must-have for fans who love to mix humor with their racing passion.
https://dribbble.com/shots/25699852-Wanna-Join-My-Boy-Band-Shirt
IDM Crack 6.42 Build 27 Patch With Activation Keyjamaal karmaanii
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1. Max. Compression = T
Try Size Base Plate mm x mm
Bearing pressure(Bp)= Kg/cm2
Grade of conc. For fdn. = M25
Permissible stress in compression = kg/sq.cm > kg/sq.cm O.K
t3 mm
c1 d1
F HD BOLTS
nos
a1
1
2
t2 mm
Here
c1 = mm
d1 = mm
a1 = mm
a1/d1 =
a3 =
Check for Thickness
For panel - 1
M1 = (Bp*c1^2)/2 = kg-cm/unit width
Required thickness(t) = (6M1/1584)^0.5 = cm
For panel - 2
M2 = a 3*Bp*d1
2
= kg-cm/unit width
Required thickness(t) = (6M2/1584)^0.5 = cm
Design for tension :-
Calculated tension = T
Provided nos F MS BOLTS Node no-10 Load case 1028
Bolt Value in tension per Bolt = T
Total allowable Tension = T > T Calculated tension
Now calculated Bolt tension per Bolt = T
Moments For tension (M t) = T-cm
Effective width (b) = cm
Hence thickness (t) = (6Mt*1000/1584b)^0.5 = cm
Now provided Base plate thickness = mm
400
52.08333
60 52.083
28
48
COLUMN BASE PLATE DESIGN
125.00 Node no- 259 Load Case - 778400
100100
4
600
200 0.5 0.6 0.7
28
200
100 a1/d1
600
Mukhanov's chart
0.133
1.000 1 0.112
0.112 0.1200.074 0.088
2.10.9
0.097 0.107a3 0.060
1.4 21 1.2
0.112
200 0.126 0.132
0.8
2604.166667
1.2 0.12
100
70.68
4 48
3.140743173
100
2333.333333
2.97294195
100
17.67
58.9
20.52
82.08 70.68 100
Bolt value in tension = stress x net area = 1.2T/cm
2
x 17.10cm
2
= 20.52 Ton
20
3.3399555
40 OK
2. Design for stiffner t2 =
Moment = M2*d1 = kg-cm provide 400 mm depth for
Using thickness = mm each stiffener
Depth = cm
Design for stiffner t3 =
Moment = M2*(c1+d1/2) = kg-cm
Using thickness = mm
Depth = cm
Design for Shear :- at
Calculated Shear(S) = T
Effective Shear = T * considering m =0.3
Considering depth of Shear key(d) = mm
Considering width of Shear key (b) = mm
So that bearing pressure = < kg/cm2
Now bending moment (M) = kg-cm at
Required (Z) = (M/1584) = cm3
Using thickness (at) = mm
hence Ixx = cm4
Z = > cm3 Required Z
Bending Stress s bc,cal = kg/cm2
Area(A) = 2*b*at = cm2
Now shear Stress tv= (T/A) = kg/cm2 < kg/cm2
So,Combind Stress= (s bc,cal )2
+(t av)2
= mm
< 0.9fy = kg/cm2
Design for welding :- Vertical load (p)= T
Shear(s) = T kg/cm2
Provided weld thickness (w)= mm
Welding length = cm
d ac,cal = (p/(L*w*0.707) = kg/cm2
zshear, cal = (s/(L*w*0.707) = kg/cm2
Combind stress = (d ac,cal
2
+ 3*zshear, cal
2
)
0.5
= kg/cm2
< allowable stress 1100 kg/cm2
46666.66667
28
7.785
46666.66667
21.35
200
250
250
28
7.785
21.35 Node 10 load case 276
56.93333 60
320250
50
202.178
25
3287.76
263.0208 202.18
1217.584
1.700032641
290.37
502.930802
8
250
125
170.8 1000
21.35 200
130
1229.505672
2250
mm
125.00 56.933