Callejuelas
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El documento describe un proyecto de vivienda llamado Callejuelas ubicado en el norte de Bucaramanga, Colombia. Consiste en 9 torres de 12 pisos con un total de 432 apartamentos de entre 64 y 78 metros cuadrados. El proyecto cuenta con zonas comunes como portería, locales comerciales, zonas verdes, piscinas y parqueaderos. Los apartamentos incluyen acabados de cerámica, balcones de tableta antideslizante y cocinas abiertas con mesón de granito.
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Recomendados
Strength of material lab, Exp 3&4: Compression and impact tests
- Utilization the UTM machine and know the different
ways that could test the material’s properties.
2- Knowing the different types of failure in the compression.
3- Determining Young's modulus “E” and Passion’s ratio
“υ” and Yield/Proof stress σ y.
1. Finding the impact load effect on the materials.
2. Finding the relative toughness of the different materials.
3. Distinguish between static and dynamic loads and how differently they
effect in the material.
4.Knowing the different methods to preform the impact test (Charpy,
IZOD, Impact tensile).
Belt friction lecture_new
This document discusses belt friction theory and problems involving belts and pulleys. It begins by relating the tensions in a belt (T1 and T2) when the belt is about to slide to the right using an equation involving the coefficient of friction and angles of contact. Several example problems are then presented. Problem 1 involves a cord wrapped around two capstans and a barrel, problem 2 involves cables passing over three pulleys to support two blocks, and problem 3 calculates the maximum torque that can be exerted on a pulley by a belt drive system given the tension and friction coefficients. Problem 4 involves calculating the force P exerted on the end of a lever for a differential band brake system rotating clockwise and counterclockwise.
Governors
Here are the key steps to solve this problem:
1) Calculate the centrifugal forces at the minimum and maximum radii using Fc = mω2r
2) Use the lever equation to relate the centrifugal forces to the spring forces:
Fc1/S1 = r1/x
Fc2/S2 = r2/x
3) The initial compression of the spring is r2 - r1
4) Use the relation between spring force and compression to find the spring constant:
ΔS/Δx = s
Where ΔS is the change in spring force (S2 - S1) and Δx is the change in compression (r2 - r1
Festo electro hydraulics basic levels-textbook
This document is a textbook on electro-hydraulics that is divided into three parts. Part A provides an introduction and covers topics like hydraulic and electrical symbols, basic electro-hydraulic control systems, and exercises involving actuating cylinders and logic operations. Part B covers fundamentals of electro-hydraulic systems, electrical engineering, components, and safety. Part C contains solutions to the exercises. The book aims to teach basic and applied electro-hydraulics through explanations, diagrams, and practical exercises.
Solucion semana 15
The document contains 3 mechanics of materials problems involving stresses and beams. The first problem involves determining the principal stresses in a propeller shaft under combined torsion and axial loads. The second problem involves calculating the principal stresses and maximum shear stress at different points in a simply supported beam under a uniform load. The third problem involves using a given maximum tensile stress to determine the diameter of identical bars welded together to form an L-shaped arm supporting its own weight.
Giáo trình cơ khí 3D Creo 4.0
Giáo trình Creo 4.0 này nhằm giúp cập nhật những kiến thức về cách sử dụng phiên bản Creo mới cho công việc thiết kế cơ khí, và để tiết kiệm thời gian, phần này chỉ hướng dẫn về 3D mà không hướng dẫn lại phác thảo 2D, phác thảo 2D khá dễ, chỉ cần biết Autocad là có thể tự học nhanh, hoặc có thể đọc qua những giáo trình Creo 2.0 cơ bản mà Advance CAD đã chia sẻ.
Tài liệu này được dịch lại từ nội dung sách Creo Parametric 4.0 Black Book của các tác giả Gaurav Verma và Matt Weber. Do đó kiến thức sẽ hệ thống hơn, cách trình bày sư phạm dễ hiểu, đặc biệt là tài liệu được dịch nên chúng tôi chia sẻ nó miễn phí cho những ai có nhu cầu tự học thiết kế 3D trên Creo 4.0.
Chúng tôi sẽ cố gắng hoàn thiện thêm các giáo trình nâng cao của Creo để giúp người học có thể tự nâng cao kiến thức hoặc áp dụng được tối đa lợi ích của phần mềm cho công việc như thiết kế mặt, thiết kế kim loại tấm, các kiến thức về gia công phay, gia công tiện trên phần mềm Creo 4.0
Tài liệu được chia sẻ công khai và không dùng với mục đích thương mại. Và được tài trợ bởi Người dịch ( Nguyễn Phước Hải). Trung tâm Advance CAD giữ mọi bản quyền về tài liệu, mọi đóng góp ý kiến, kinh nghiệm xin gởi về tivicad@gmail.com
HCM Tháng 08 năm 2017
Nội dung
Phần 1: 3D cơ bản 3
1. Giới thiệu 4
2. Các mặt trong 3D 6
3. Đối tượng chuẩn 6
4. Tạo phác thảo trên mặt phẳng 22
5. Tạo các đối tượng 3D 25
6. Đùn 25
7. IMPORT SKETCHES 31
8. REVOLVE 32
9. SWEEP 35
10. HELICAL SWEEP 38
11. BLEND 44
12. ROTATIONAL BLEND 51
13. SWEPT BLEND 54
Phần 2: Thực hành thiết kế mô hình 3D 58
Bài tập 1 65
Bài tập 2 74
Bài tập 3 80
Bài tập 4 83
Bài tập 5 91
Bài tập 6 98
Phần bài tập tự luyện 106
Luận văn: Thiết kế xà gồ thép thanh thành mỏng tạo hình nguội
Luận văn: Thiết kế xà gồ thép thanh thành mỏng tạo hình nguộiDịch vụ viết bài trọn gói ZALO: 0909232620
Nhận viết luận văn đại học, thạc sĩ trọn gói, chất lượng, LH ZALO=>0909232620
Tham khảo dịch vụ, bảng giá tại: https://baocaothuctap.net
Download luận văn tóm tắt ngành kĩ thuật xây dựng với đề tài: Tính toán thiết kế xà gồ thép thanh thành mỏng tạo hình nguội bằng phương pháp cường độ trực tiếp, cho các bạn làm luận văn tham khảovibration
This document discusses vibration analysis and control. It covers topics like vibration control methods, dynamic vibration absorbers, balancing, and experimental vibration analysis. Specifically, it outlines the contents of two units - Unit 4 on vibration control techniques like isolation and active control, and Unit 5 on experimental vibration analysis methods. It also provides sample questions related to these topics.
Recomendados
Strength of material lab, Exp 3&4: Compression and impact tests
- Utilization the UTM machine and know the different
ways that could test the material’s properties.
2- Knowing the different types of failure in the compression.
3- Determining Young's modulus “E” and Passion’s ratio
“υ” and Yield/Proof stress σ y.
1. Finding the impact load effect on the materials.
2. Finding the relative toughness of the different materials.
3. Distinguish between static and dynamic loads and how differently they
effect in the material.
4.Knowing the different methods to preform the impact test (Charpy,
IZOD, Impact tensile).
Belt friction lecture_new
This document discusses belt friction theory and problems involving belts and pulleys. It begins by relating the tensions in a belt (T1 and T2) when the belt is about to slide to the right using an equation involving the coefficient of friction and angles of contact. Several example problems are then presented. Problem 1 involves a cord wrapped around two capstans and a barrel, problem 2 involves cables passing over three pulleys to support two blocks, and problem 3 calculates the maximum torque that can be exerted on a pulley by a belt drive system given the tension and friction coefficients. Problem 4 involves calculating the force P exerted on the end of a lever for a differential band brake system rotating clockwise and counterclockwise.
Governors
Here are the key steps to solve this problem:
1) Calculate the centrifugal forces at the minimum and maximum radii using Fc = mω2r
2) Use the lever equation to relate the centrifugal forces to the spring forces:
Fc1/S1 = r1/x
Fc2/S2 = r2/x
3) The initial compression of the spring is r2 - r1
4) Use the relation between spring force and compression to find the spring constant:
ΔS/Δx = s
Where ΔS is the change in spring force (S2 - S1) and Δx is the change in compression (r2 - r1
Festo electro hydraulics basic levels-textbook
This document is a textbook on electro-hydraulics that is divided into three parts. Part A provides an introduction and covers topics like hydraulic and electrical symbols, basic electro-hydraulic control systems, and exercises involving actuating cylinders and logic operations. Part B covers fundamentals of electro-hydraulic systems, electrical engineering, components, and safety. Part C contains solutions to the exercises. The book aims to teach basic and applied electro-hydraulics through explanations, diagrams, and practical exercises.
Solucion semana 15
The document contains 3 mechanics of materials problems involving stresses and beams. The first problem involves determining the principal stresses in a propeller shaft under combined torsion and axial loads. The second problem involves calculating the principal stresses and maximum shear stress at different points in a simply supported beam under a uniform load. The third problem involves using a given maximum tensile stress to determine the diameter of identical bars welded together to form an L-shaped arm supporting its own weight.
Giáo trình cơ khí 3D Creo 4.0
Giáo trình Creo 4.0 này nhằm giúp cập nhật những kiến thức về cách sử dụng phiên bản Creo mới cho công việc thiết kế cơ khí, và để tiết kiệm thời gian, phần này chỉ hướng dẫn về 3D mà không hướng dẫn lại phác thảo 2D, phác thảo 2D khá dễ, chỉ cần biết Autocad là có thể tự học nhanh, hoặc có thể đọc qua những giáo trình Creo 2.0 cơ bản mà Advance CAD đã chia sẻ.
Tài liệu này được dịch lại từ nội dung sách Creo Parametric 4.0 Black Book của các tác giả Gaurav Verma và Matt Weber. Do đó kiến thức sẽ hệ thống hơn, cách trình bày sư phạm dễ hiểu, đặc biệt là tài liệu được dịch nên chúng tôi chia sẻ nó miễn phí cho những ai có nhu cầu tự học thiết kế 3D trên Creo 4.0.
Chúng tôi sẽ cố gắng hoàn thiện thêm các giáo trình nâng cao của Creo để giúp người học có thể tự nâng cao kiến thức hoặc áp dụng được tối đa lợi ích của phần mềm cho công việc như thiết kế mặt, thiết kế kim loại tấm, các kiến thức về gia công phay, gia công tiện trên phần mềm Creo 4.0
Tài liệu được chia sẻ công khai và không dùng với mục đích thương mại. Và được tài trợ bởi Người dịch ( Nguyễn Phước Hải). Trung tâm Advance CAD giữ mọi bản quyền về tài liệu, mọi đóng góp ý kiến, kinh nghiệm xin gởi về tivicad@gmail.com
HCM Tháng 08 năm 2017
Nội dung
Phần 1: 3D cơ bản 3
1. Giới thiệu 4
2. Các mặt trong 3D 6
3. Đối tượng chuẩn 6
4. Tạo phác thảo trên mặt phẳng 22
5. Tạo các đối tượng 3D 25
6. Đùn 25
7. IMPORT SKETCHES 31
8. REVOLVE 32
9. SWEEP 35
10. HELICAL SWEEP 38
11. BLEND 44
12. ROTATIONAL BLEND 51
13. SWEPT BLEND 54
Phần 2: Thực hành thiết kế mô hình 3D 58
Bài tập 1 65
Bài tập 2 74
Bài tập 3 80
Bài tập 4 83
Bài tập 5 91
Bài tập 6 98
Phần bài tập tự luyện 106
Luận văn: Thiết kế xà gồ thép thanh thành mỏng tạo hình nguội
Luận văn: Thiết kế xà gồ thép thanh thành mỏng tạo hình nguộiDịch vụ viết bài trọn gói ZALO: 0909232620
Nhận viết luận văn đại học, thạc sĩ trọn gói, chất lượng, LH ZALO=>0909232620
Tham khảo dịch vụ, bảng giá tại: https://baocaothuctap.net
Download luận văn tóm tắt ngành kĩ thuật xây dựng với đề tài: Tính toán thiết kế xà gồ thép thanh thành mỏng tạo hình nguội bằng phương pháp cường độ trực tiếp, cho các bạn làm luận văn tham khảovibration
This document discusses vibration analysis and control. It covers topics like vibration control methods, dynamic vibration absorbers, balancing, and experimental vibration analysis. Specifically, it outlines the contents of two units - Unit 4 on vibration control techniques like isolation and active control, and Unit 5 on experimental vibration analysis methods. It also provides sample questions related to these topics.
Riveted joint (machine design & industrial drafting )
This document discusses riveted joints used in structural applications. It begins by describing common uses of riveted joints in pressure vessels, bridges, ships, airplanes, and other machinery. It then defines the components of a rivet, including the head and shank. Common rivet materials are also listed. The main types of riveted joints are described as lap joints and butt joints. Failure modes for riveted joints include bending, shearing of rivets, crushing of rivets or plates, rupture of plates by tension, and tearing or shearing of margins. An example calculation is provided to estimate the maximum load a sample lap joint can withstand. Design procedures for structural riveted joints are outlined
Design of Flat Belt , V Belt and Chain Drive by Prof. Sagar Dhotare
Design Covers following points,
calculation of belt width and no, of plies with proper cross-section.
Different Load calculation.
Calculation of standard dimensions of drive like arc of contact, length of belt or chain, no. of links and etc.
Engineering Graphics PPT.pdf
An engineering drawing clearly defines and communicates a design to interested parties through technical drawings rather than artistic depictions. It uses lines and geometric constructions to represent objects through projection methods in plan, elevation, and section views. Key elements of engineering drawings include types of lines, lettering, dimensioning, and projection systems like first-angle or third-angle orthographic projections. Precise graphics and annotations allow engineering drawings to effectively convey all necessary details of engineered components and assemblies.
Thin and thick cylinders
1. Cylinders are commonly used in engineering to transport or store fluids and are subjected to internal fluid pressures. This induces three stresses on the cylinder wall - circumferential, longitudinal, and radial.
2. For thin cylinders where the wall thickness is less than 1/20 the diameter, the radial stress can be neglected. Equations are derived to calculate the circumferential and longitudinal stresses based on the internal pressure, diameter, and wall thickness.
3. Sample problems are worked out applying the equations to example thin-walled cylinders under internal pressure, finding stresses, strains, and changes in dimensions.
Crank Sliding Link Cylinder Mechanism
In this ppt I have given the mechanism, functions and working of the Crank Sliding Link Cylinder Mechanism, the images in gif have been given for the viewers to understand thoroughly the concept of this topic and disadvantages and calculation.
Problems on lamis theorem.pdf
This document contains solutions to problems involving Lami's theorem. Lami's theorem relates tensions in strings or ropes that meet at a single point. The document contains solutions for determining tensions in ropes supporting weights, tensions between blocks suspended from ropes, and pressures between cylinders resting on surfaces. Solutions involve drawing free body diagrams and applying Lami's theorem to relate angles and tensions or pressures at contact points. The document provides step-by-step workings to model systems of connected objects in static equilibrium and solve for unknown tensions, pressures and weights.
Truss-method of joints
This document summarizes the analysis of trusses using the method of joints. It outlines key assumptions made in truss analysis including that members only connect at joints and are pinned, loads only act at joints, and member weights are neglected. It then describes that trusses are made up of connected triangles, with new triangles added by members and joints. The method of joints involves applying equilibrium equations to each joint to solve for member forces, with only two independent equations at each joint. Forces are categorized as compression, tension or no force depending on the direction between the joint and member. Example problems are provided to demonstrate applying this method.
Unit 5 Design of Threaded and Welded Joints
1) The document discusses different types of threaded and welded joints. It describes various threaded fasteners like bolts, studs, screws and their characteristics.
2) For threaded joints subjected to eccentric loads, it explains how to calculate the primary and secondary shear forces on each bolt. This involves finding the center of gravity of the bolt system and determining the forces based on the load direction.
3) Sample problems are included to demonstrate how to select the bolt size based on the maximum resultant shear force and required factor of safety. Calculations are shown for eccentrically loaded bolted joints with the load in the plane of bolts.
Grade 7 #1 n.s.c term 1 unit 1 (exploring design)
This file aims to make students have a general idea of how designs can be generated and where designs are basically originated.
Bending stresses in beams
Bending Stresses are important in the design of beams from strength point of view. The present source gives an idea on theory and problems in bending stresses.
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Riveted joint (machine design & industrial drafting )
This document discusses riveted joints used in structural applications. It begins by describing common uses of riveted joints in pressure vessels, bridges, ships, airplanes, and other machinery. It then defines the components of a rivet, including the head and shank. Common rivet materials are also listed. The main types of riveted joints are described as lap joints and butt joints. Failure modes for riveted joints include bending, shearing of rivets, crushing of rivets or plates, rupture of plates by tension, and tearing or shearing of margins. An example calculation is provided to estimate the maximum load a sample lap joint can withstand. Design procedures for structural riveted joints are outlined
Design of Flat Belt , V Belt and Chain Drive by Prof. Sagar Dhotare
Design Covers following points,
calculation of belt width and no, of plies with proper cross-section.
Different Load calculation.
Calculation of standard dimensions of drive like arc of contact, length of belt or chain, no. of links and etc.
Engineering Graphics PPT.pdf
An engineering drawing clearly defines and communicates a design to interested parties through technical drawings rather than artistic depictions. It uses lines and geometric constructions to represent objects through projection methods in plan, elevation, and section views. Key elements of engineering drawings include types of lines, lettering, dimensioning, and projection systems like first-angle or third-angle orthographic projections. Precise graphics and annotations allow engineering drawings to effectively convey all necessary details of engineered components and assemblies.
Thin and thick cylinders
1. Cylinders are commonly used in engineering to transport or store fluids and are subjected to internal fluid pressures. This induces three stresses on the cylinder wall - circumferential, longitudinal, and radial.
2. For thin cylinders where the wall thickness is less than 1/20 the diameter, the radial stress can be neglected. Equations are derived to calculate the circumferential and longitudinal stresses based on the internal pressure, diameter, and wall thickness.
3. Sample problems are worked out applying the equations to example thin-walled cylinders under internal pressure, finding stresses, strains, and changes in dimensions.
Crank Sliding Link Cylinder Mechanism
In this ppt I have given the mechanism, functions and working of the Crank Sliding Link Cylinder Mechanism, the images in gif have been given for the viewers to understand thoroughly the concept of this topic and disadvantages and calculation.
Problems on lamis theorem.pdf
This document contains solutions to problems involving Lami's theorem. Lami's theorem relates tensions in strings or ropes that meet at a single point. The document contains solutions for determining tensions in ropes supporting weights, tensions between blocks suspended from ropes, and pressures between cylinders resting on surfaces. Solutions involve drawing free body diagrams and applying Lami's theorem to relate angles and tensions or pressures at contact points. The document provides step-by-step workings to model systems of connected objects in static equilibrium and solve for unknown tensions, pressures and weights.
Truss-method of joints
This document summarizes the analysis of trusses using the method of joints. It outlines key assumptions made in truss analysis including that members only connect at joints and are pinned, loads only act at joints, and member weights are neglected. It then describes that trusses are made up of connected triangles, with new triangles added by members and joints. The method of joints involves applying equilibrium equations to each joint to solve for member forces, with only two independent equations at each joint. Forces are categorized as compression, tension or no force depending on the direction between the joint and member. Example problems are provided to demonstrate applying this method.
Unit 5 Design of Threaded and Welded Joints
1) The document discusses different types of threaded and welded joints. It describes various threaded fasteners like bolts, studs, screws and their characteristics.
2) For threaded joints subjected to eccentric loads, it explains how to calculate the primary and secondary shear forces on each bolt. This involves finding the center of gravity of the bolt system and determining the forces based on the load direction.
3) Sample problems are included to demonstrate how to select the bolt size based on the maximum resultant shear force and required factor of safety. Calculations are shown for eccentrically loaded bolted joints with the load in the plane of bolts.
Grade 7 #1 n.s.c term 1 unit 1 (exploring design)
This file aims to make students have a general idea of how designs can be generated and where designs are basically originated.
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Thiết kế máy cán ren con lăn và chế tạo mô hình thu nhỏ.pdf
Similar a Callejuelas
San Nicolas De Castilla
El documento describe un proyecto inmobiliario llamado San Nicolás de Castilla ubicado en el sur de Bogotá. El proyecto cuenta con dos etapas, la primera con 12 torres de 6 pisos y la segunda con 16 torres de 6 pisos excepto una de 2 pisos. Los apartamentos tienen entre 40 y 55 metros cuadrados. El proyecto incluye zonas comunes como portería, zonas verdes, salón comunal y parqueaderos. Los apartamentos tienen entre 2 y 3 habitaciones, sala, comedor, cocina y baño.
Cerezos Del Caney
El documento describe un proyecto de vivienda llamado Cerezos del Caney ubicado en Cali, Colombia. El proyecto consiste en 10 torres con apartamentos de 46.66 m2 y 52.39 m2, cada uno con 2 baños, 2 alcobas, sala-comedor e instalaciones básicas. El proyecto cuenta con zonas comunes como piscina, juegos infantiles y parqueaderos.
Pradera De San Carlos
El documento describe el proyecto Pradera de San Carlos, un conjunto de 342 apartamentos ubicado en el norte de Bogotá cerca de centros comerciales, colegios y transporte público. El proyecto consiste en 16 torres de 6 pisos con apartamentos de 40 a 58 m2, con 2 o 3 habitaciones. Incluye zonas verdes, salón comunal, parqueaderos y acabados básicos como pisos de alfombra y enchapes de baño.
Pradera De San Carlos
El documento describe el proyecto Pradera de San Carlos, un conjunto de 342 apartamentos ubicado en el norte de Bogotá cerca de centros comerciales, colegios y transporte público. El proyecto consiste en 16 torres de 6 pisos con apartamentos de 40 a 58 m2, con 2 o 3 habitaciones. Incluye zonas verdes, salón comunal, parqueaderos y cada apartamento tiene pisos de alfombra, enchapes de baño y mesón en cerámica.
Altos De Buenavista
El documento describe un proyecto inmobiliario llamado Altos de Buenavista ubicado en el norte de Barranquilla, Colombia. El proyecto consiste en tres torres de 15 pisos con dos apartamentos por piso entre 198 y 225 metros cuadrados. Incluye zonas comunes como piscina, salón de reuniones, gimnasio y parqueaderos. Los apartamentos tienen acabados de alta gama con pisos de porcelanato, muebles, puertas de madera y baños con azulejos y grifería de acero inoxidable.
Madeiro
El documento describe el proyecto inmobiliario Madeiro ubicado en el sur de Bogotá. El proyecto cuenta con 12 torres de 6 pisos ya construidas y 16 torres adicionales de 6 pisos están en construcción, excepto una torre de 2 pisos. Los apartamentos tienen entre 40-47 m2 con 2 habitaciones, 1 baño, sala-comedor, cocina y patio o zona de ropa. El proyecto incluye zonas verdes, parqueaderos y áreas comunes. Se ubica cerca de vías principales y servicios. El documento incl
Tivoly Plaza
Este documento describe las características de un proyecto inmobiliario ubicado en Barranquilla, Colombia. El proyecto cuenta con 20 torres y apartamentos de 66.12 m2 y 78.98 m2, con acabados como pisos de cerámica, ventanas de aluminio, y muebles en madera. El proyecto también incluye zonas comunes como piscina, salón social, cancha deportiva y parqueaderos.
Proyecto La Coruña Urb. Mayorazgo Ate
Este documento describe un proyecto residencial llamado "La Coruña" ubicado en el distrito de Ate, cerca de La Molina. Incluye información sobre los departamentos disponibles para la venta, con detalles como el número de dormitorios, baños y el área construida. También proporciona detalles sobre los acabados de los departamentos como pisos, paredes, puertas y más. Se incluye información de contacto para obtener más detalles sobre el proyecto.
Ubx 213 venta casa jj vargas urbex
Este documento describe una casa de tres pisos con 8 habitaciones y 6 baños ubicada en la zona residencial de José Joaquín Vargas en Bogotá. La casa tiene 398 metros cuadrados construidos en un lote de 176 metros cuadrados y está dividida en 4 apartamentos (2 de 1 habitación y 2 de 3 habitaciones). Se encuentra cerca de centros comerciales, supermercados y transporte público. El precio de venta es de $750.000.000 pesos colombianos.
America Club Residencial
El documento resume las características de un proyecto inmobiliario ubicado en Bogotá. Consiste en 15 torres de 13 pisos cada una con 4 apartamentos por piso de 72m2 y 84m2. Incluye zonas comunes como piscina, canchas, salones y parqueaderos. Describe los acabados de los apartamentos y muestra planos de los diferentes tipos de unidades.
America Club Residencial.PresentacióN Mzo 6 08
El documento resume las características de un proyecto inmobiliario ubicado en Bogotá. Consiste en 15 torres de 13 pisos cada una con 4 apartamentos por piso de 72m2 y 84m2. Incluye zonas comunes como piscina, canchas múltiples, salones comunales y parqueaderos. Describe los acabados de los apartamentos y muestra planos de los diferentes tipos de unidades.
Torres De Santa Lucia (Colpatria)
Este documento describe las características de un proyecto inmobiliario ubicado en el norte de Bogotá. El proyecto consta de 6 torres de 12 pisos con 48 apartamentos por torre. Los apartamentos tienen entre 84 y 97 metros cuadrados y cuentan con acabados de madera, cerámica y mármol. El proyecto incluye zonas verdes, juegos infantiles, salones comunales y parqueaderos.
Portal De Pontevedra Iii.Presentaci%C3%B3n Mzo 6 08
Portal de Pontevedra es un proyecto residencial ubicado en un terreno de más de 90.000 m2 en el barrio Pontevedra de Bogotá. Consta de 17 casas y 7 torres de 12 pisos con 4 apartamentos por piso. La primera etapa incluye torres de 84 m2 y 70 m2 con zonas comunes como ascensor, salón comunal, parques infantiles y gimnasio. Los apartamentos cuentan con acabados como pisos de alfombra, muros estucados, baños con cerámica y cocinas con mesón
Rincon De Granada
Este documento describe un conjunto residencial ubicado en Bogotá Occidente. El conjunto cuenta con 6 torres de 6 pisos cada una con un total de 138 apartamentos de 66m2 y 6 apartamentos de 52m2. Las zonas comunes incluyen portería, parqueaderos, salón social y áreas verdes. Los apartamentos cuentan con salón-comedor, 3 alcobas, 2 baños, estudio, cocina y lavandería. Los acabados incluyen pisos de concreto, pañetes en paredes y baños con chapado en la zona hú
Memoria de vivienda
Este documento describe un proyecto de vivienda multifamiliar en San Borja que consiste en un edificio con 9 departamentos distribuidos en 7 pisos. El edificio contará con 9 unidades de estacionamiento en el sótano, un departamento en el semisótano, y 2 departamentos en cada uno de los pisos del primero al cuarto, además de 2 dúplex que ocupan el cuarto piso y la azotea. Cada departamento incluye salas, comedores, cocinas y varios dormitorios.
Monte grande
Este documento describe un proyecto de apartamentos llamado Monte Grande ubicado en la Calle 28 No. 22-39 en Bogotá. El proyecto consiste en 36 apartamentos distribuidos en aparta-estudios, apartamentos de 2 y 3 alcobas, y un local comercial. Incluye amenities como zona social con jacuzzi, sauna, y parqueaderos. Actualmente solo quedan 4 apartamentos disponibles de 2 y 3 alcobas.
Balcones De San Carlos (Colpatria)
Este documento proporciona información sobre un proyecto inmobiliario ubicado en la Calle 193 # 35-11 en Bogotá. El proyecto consta de 3 torres con 8 apartamentos por piso para un total de 288 apartamentos distribuidos en 66.72 m2 y 71.85 m2. El proyecto cuenta con 288 parqueaderos, zonas comunes como salones y módulos de juego, y se encuentra cerca de varias vías y centros comerciales.
Balcones De San Carlos (Colpatria)
Este documento proporciona información sobre un proyecto inmobiliario ubicado en la Calle 193 # 35-11 en Bogotá. El proyecto consta de 3 torres con 8 apartamentos por piso para un total de 288 apartamentos entre 66.72 m2 y 71.85 m2, con 288 parqueaderos. Las zonas comunes incluyen 2 módulos de juegos infantiles, 2 salones comunales y espacios de zonas comunes en el segundo piso.
Presentación proyecto Andes Plaza
PARA INFORMACIÓN DE PRECIOS COMUNICARSE CON LA PERSONA DE CONTACTO QUE APARECE EN LA ÚLTIMA DIAPOSITIVA.
Torres De Montreal
Este documento describe las características de un conjunto residencial ubicado en Barranquilla, Colombia. El conjunto cuenta con 6 torres de 11 pisos cada una, con apartamentos de entre 68 y 81 metros cuadrados. Ofrece zonas comunes como piscina, cancha múltiple y juegos infantiles. Los apartamentos incluyen acabados como pisos de porcelanato, baños de cerámica y muebles de cocina.
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Portal De Pontevedra Iii.Presentaci%C3%B3n Mzo 6 08
Portal De Pontevedra Iii.Presentaci%C3%B3n Mzo 6 08
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Miracolina
Este documento describe un conjunto residencial ubicado en Bogotá, Colombia. El conjunto cuenta con 70 apartamentos distribuidos en 7 torres de 5 pisos cada una. Ofrece zonas comunes como juegos infantiles, canchas deportivas, senderos ecológicos y un salón social. Los apartamentos tienen entre 204 y 240 metros cuadrados y cuentan con acabados de alta gama como pisos de chapilla y mármol, baños totalmente enchapados y ventanas de aluminio.
Hacienda Fontanar Presentacion Casapropia
Este documento presenta la descripción de varios proyectos inmobiliarios ubicados en Bogotá y sus alrededores. Describe las características de cada conjunto residencial como el número de casas, áreas comunes, distribución y acabados de las viviendas. Se detallan proyectos como Alcaparro, Acacia, Aliso, Roble y Sauce, indicando el número de unidades, tamaños de lotes y casas.
Granada Club Residencial
Este documento proporciona información sobre un proyecto residencial llamado Granada Club Residencial Etapa 1 ubicado en Bogotá. El proyecto consta de 4 torres de 6 pisos con apartamentos de 89 y 85 m2. Incluye zonas comunes como cancha múltiple, gimnasio, piscina, salones comunales y parqueaderos. Cada apartamento tiene salón, alcobas principales, baños y cocina semi-integral.
Parque Tivoly
Este documento proporciona información sobre un proyecto inmobiliario ubicado en Barranquilla. Consiste en 288 apartamentos y 36 penthouse distribuidos en 9 torres de 8 pisos, con zonas comunes como piscinas, canchas deportivas y salón de eventos. Los apartamentos tienen un área de 71.64 m2 y los penthouse de 110 m2. Cada apartamento cuenta con 3 habitaciones, 2 baños, sala-comedor, cocina y estudio.
Portal De Miramar
El documento describe un proyecto inmobiliario ubicado en la Carrera 45 y 46 entre las Calles 99A y 100 en Barranquilla, Colombia, que consiste en 242 apartamentos distribuidos en 6 torres de 11 pisos, con zonas comunes que incluyen piscina, cancha múltiple, guardería y parqueaderos subterráneos, así como apartamentos de 66.14 m2, 80 m2 y un penthouse de 118.97 m2.
Santillana
El documento describe un conjunto residencial ubicado en Barranquilla, Colombia. El conjunto cuenta con 2 torres de 18 pisos con 4 apartamentos por piso, así como áreas comunes que incluyen piscina, gimnasio, salón social y cancha múltiple. Los apartamentos tienen entre 138 y 242 metros cuadrados con 3 habitaciones, 3 baños, sala, comedor, cocina y balcón. El conjunto ofrece parqueaderos subterráneos y acabados de alta gama en pisos, baños y cocina.
Tozcana
Este documento describe un conjunto residencial ubicado en la Cra 45 a con calle 10 en Barranquilla Norte, Colombia. El conjunto residencial se encuentra cerca de centros comerciales y vías principales. Ofrece apartamentos de 91-93 m2 con sala, comedor, balcón, cocina, baño y 2-3 alcobas, además de zonas comunes como piscina, salón social, cancha múltiple y gimnasio.
Brisas Del Mar
Este documento describe un proyecto inmobiliario ubicado en la Transversal 44 No 99C-70 en Barranquilla. El proyecto consiste en 214 apartamentos distribuidos en 5 torres de 11 pisos, así como 52 casas con patio. El proyecto cuenta con zonas comunes como cancha múltiple, salón, piscina y parqueadero. Los apartamentos y casas tienen entre 3 y 4 habitaciones, con acabados de alta gama en las áreas sociales y privadas.
Alameda Campestre
El documento describe un proyecto inmobiliario ubicado en Barranquilla Norte en la Calle 98 entre la Carrera 64 y 65. El proyecto ofrece casas de 132 m2 con jardín y apartamentos entre 78-110 m2, con zonas comunes como salón social, piscina y cancha deportiva. Detalla los acabados y distribución de las diferentes unidades, incluyendo salas, comedores, baños, cocinas y alcobas.
Playa Dormida
Este documento describe el proyecto inmobiliario Playa Dormida ubicado en Bello Horizonte, Santa Marta, a sólo 3 minutos del aeropuerto. El proyecto ofrece diferentes tipos de apartamentos entre 69 y 358 metros cuadrados, con áreas comunes que incluyen piscinas, gimnasio y zona de playa. El proyecto se desarrollará en tres etapas con zonas comunes adicionales como canchas deportivas, restaurante y más.
Flash Private Trust
El documento describe el servicio PRIVATE TRUST creado para la comunidad LGBT en Colombia. A través de este servicio voluntario, una persona puede declarar bienes a favor de su pareja del mismo sexo para que pasen a ser propiedad de esta después de su muerte, sin necesidad de hacer pública su orientación sexual. Entre los beneficios se encuentra evitar audiencias públicas, costos de sucesión y el impuesto de herencias del 32%. El servicio ofrecido por RomerOviedo es discreto y discrecional.
Congruencia
Este documento discute la importancia de la congruencia estratégica entre las iniciativas de una empresa y las diferentes áreas de la organización. Señala que aunque las iniciativas se originan con una concepción estratégica válida, a menudo no son congruentes entre sí o con la operación de las áreas, lo que lleva a su fracaso. Propone que alinear las visiones, estrategias, estructuras y procesos de todas las áreas es fundamental para ejecutar las iniciativas de manera efectiva.
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Callejuelas
- 1. Autopista Floridablanca Piedecuesta con calle 3N junto a la Rioja Norte
- 2. El proyecto Callejuelas, se encuentra ubicado en el Norte de Bucaramanga, el proyecto se encuentra ubicado en estrato 4. Cuenta con excelentes vías de acceso como es la Autopista Floridablanca Piedecuesta. En el sector encontramos, supermercados, almacenes de todo tipo.
- 5. El Proyecto :.. El proyecto esta diseñado en 9 torres de 12 pisos, en cada torre encontramos 4 apartamentos por piso para un total de 432 apartamentos, existen 4 tipos de apartamentos en el proyecto con áreas de 64.20 m2, 65.40 m2 en primeros pisos y 67.30 m2 y 78.30 m2 a partir del segundo piso hasta ultimo pisos (12).