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The document discusses the results of a study on the impact of COVID-19 lockdowns on air pollution. Researchers found that lockdowns led to significant short-term reductions in nitrogen dioxide and fine particulate matter pollution globally as economic activities slowed. However, the impacts on greenhouse gases and long-term air quality improvements remain uncertain without permanent behavior and economic changes.
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Download tại
http://share-connect.blogspot.com/2014/12/giao-trinh-thi-cong-nha-cao-tang-nguyen-xuan-trong.html
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Thay đất kết hợp cọc cát và bệ phản áp trong xử lý nền đất yếu
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Nhận viết luận văn đại học, thạc sĩ trọn gói, chất lượng, LH ZALO=>0909232620
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Download tại
http://share-connect.blogspot.com/2014/11/tinh-toan-tiet-dien-cot-btct-nguyen-dinh-cong.html
Tên Ebook: Tính toán tiết diện cột BTCT. Tác giả: Gs. Nguyễn Đình Cống. Định dạng: PDF. Số trang: 200 trang. Nhà xuất bản: Nhà xuất bản Xây Dựng. Năm phát hành: 2006
Estimating part 1
What is estimate?
Purpose of estimate
Technical Terms in estimate
Project
Quantity Surveying
Plinth Area
External Services
Contingencies
Work charge estiblishment
Tools&Plants(T&P)
Centage Charges
Schedule of Rates
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1) Two approaches are used to determine the safe bearing pressure of soil: allowable bearing pressure based on shear failure criteria, and safe bearing pressure based on settlement criteria.
2) Plate load tests can be used to estimate the safe bearing pressure that results in a given permissible settlement. Tests are conducted with plates of different sizes and the load-settlement data is used to calculate settlement of prototype foundations using empirical equations.
3) Housel's method involves conducting two plate load tests and solving equations involving load, plate area and perimeter to determine constants, which are then used to calculate load and size of a prototype foundation that results in the permissible settlement.
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➒➌➎➏➑➐➋➑➐➐ Satta Matka Dpboss Matka Guessing Indian Matka Kalyan Matka
➒➌➎➏➑➐➋➑➐➐ Satta Matka Dpboss Matka Guessing Indian Matka Kalyan Matka➒➌➎➏➑➐➋➑➐➐Dpboss Matka Guessing Satta Matka Kalyan Chart Indian Matka
➒➌➎➏➑➐➋➑➐➐ Satta Matka Dpboss Matka Guessing Indian Matka KALYAN MATKA | MATKA RESULT | KALYAN MATKA TIPS | SATTA MATKA | MATKA.COM | MATKA PANA JODI TODAY | BATTA SATKA | MATKA PATTI JODI NUMBER | MATKA RESULTS | MATKA CHART | MATKA JODI | SATTA COM | FULL RATE GAME | MATKA GAME | MATKA WAPKA | ALL MATKA RESULT LIVE ONLINE | MATKA RESULT | KALYAN MATKA RESULT | DPBOSS MATKA 143 | MAIN MATKA哪里办理(sjsu毕业证书)美国圣何塞州立大学毕业证硕士文凭证书原版一模一样
原版定制【微信:bwp0011】《(sjsu毕业证书)美国圣何塞州立大学毕业证硕士文凭证书》【微信:bwp0011】成绩单 、雅思、外壳、留信学历认证永久存档查询，采用学校原版纸张、特殊工艺完全按照原版一比一制作（包括：隐形水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠，文字图案浮雕，激光镭射，紫外荧光，温感，复印防伪）行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备，十五年致力于帮助留学生解决难题，业务范围有加拿大、英国、澳洲、韩国、美国、新加坡，新西兰等学历材料，包您满意。
【业务选择办理准则】
一、工作未确定，回国需先给父母、亲戚朋友看下文凭的情况，办理一份就读学校的毕业证【微信bwp0011】文凭即可
二、回国进私企、外企、自己做生意的情况，这些单位是不查询毕业证真伪的，而且国内没有渠道去查询国外文凭的真假，也不需要提供真实教育部认证。鉴于此，办理一份毕业证【微信bwp0011】即可
三、进国企，银行，事业单位，考公务员等等，这些单位是必需要提供真实教育部认证的，办理教育部认证所需资料众多且烦琐，所有材料您都必须提供原件，我们凭借丰富的经验，快捷的绿色通道帮您快速整合材料，让您少走弯路。
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
【关于价格问题（保证一手价格）】
我们所定的价格是非常合理的，而且我们现在做得单子大多数都是代理和回头客户介绍的所以一般现在有新的单子 我给客户的都是第一手的代理价格，因为我想坦诚对待大家 不想跟大家在价格方面浪费时间
对于老客户或者被老客户介绍过来的朋友，我们都会适当给一些优惠。
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Types of piles - Load carrying capacity of piles based on static pile formulae in different soils- Dynamic pile formulae - Pile load tests - Load carrying capacity of pile groups in sands and clays - Settlement of pile groups.
Analysis and Design of G+3 Residential Building using STRUDS
This document summarizes the analysis and design of a G+3 residential building using STRUDS software. Key aspects include:
- STRUDS was used to analyze and individually design structural components like slabs, beams, columns, and footings according to Indian standards.
- The building plans and specifications were input into STRUDS. Structural components were then designed and results like shear force and bending moment diagrams were obtained.
- Reinforcement details and sizes of components like 125mm thick slabs, 250x450mm beams, columns up to 400x250mm, and trapezoidal footings from 700-850mm deep were determined.
- Manual designs were also performed and compared to the software results
Geotechnical Engineering-II [Lec #17: Bearing Capacity of Soil]
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
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The document provides guidelines for structural drawings of large projects. It states that drawings should be one consistent size, with a title block in the bottom right corner. Separate sheets should be used for different structural elements like slabs, beams, and columns. Appropriate scales must be chosen to show details clearly while keeping drawings a workable size. Drawings should show reinforcement details, dimensions, and other information needed for construction. Longitudinal and cross sections are recommended to ensure proper placement of reinforcement. Standard symbols are provided for structural elements and reinforcement.
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Bar Bending Schedule (BBS) is a chart which gives a clear picture of bar length, diameter of bar ,bar mark ,location of bar.
It allow workers to place steel properly.
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This document outlines the design of a two-story reinforced concrete building. It describes the structure, including dimensions, and calculates loads on the building. Slab loads are calculated, including self-weight of the slab and ribs. The building geometry is modeled in stages using AutoCAD and STAAD.Pro software. Loads are assigned to the model. Design of the ribbed slab, beams, columns, and foundations are described. Calculations are provided for slab thickness, block and rib weights, beam moments and shear, column forces, and footing geometry.
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1. This document discusses bearing capacity of shallow foundations, including definitions of ultimate, net ultimate, net safe, and gross safe bearing capacities.
2. It covers Terzaghi's bearing capacity analysis and equations, incorporating factors like soil type, shape of foundation, and water table level.
3. Settlement of foundations is also addressed, distinguishing between immediate elastic settlement and consolidation settlement over time. Methods for estimating settlement in cohesive and cohesionless soils are presented.
Afes english manual
The document discusses the proprietary AFES computer program for foundation engineering and design. It provides instructions on installing the software, including accepting license terms, selecting an installation folder, and installing required lock driver files. The document also outlines the minimum hardware requirements and conventions used in the AFES user interface.
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The document discusses reinforced concrete continuity and analysis methods for continuous beams and one-way slabs. It describes how steel reinforcement must extend through members to provide structural continuity. The ACI/SBC coefficient method of analysis is summarized, which uses coefficient tables to determine maximum shear forces and bending moments for continuous beams and one-way slabs under various loading conditions in a simplified manner compared to elastic analysis. Requirements for applying the coefficient method include having multiple spans with ratios less than 1.2, prismatic member sections, and live loads less than 3 times dead loads.
The flat dilatomer test silvano marchetti
This document provides an overview of the Flat Dilatometer Test (DMT) including the equipment, testing procedure, interpretation, and applications. The DMT involves inserting a flat stainless steel blade with a circular membrane into the ground. Gas pressure is used to expand the membrane and measurements are taken of the pressures required to just begin moving the membrane (A) and to move it 1.1 mm (B). These pressures are corrected and used to derive soil properties. The DMT can be used in a wide range of soil conditions from very soft to stiff. It provides accurate measurements and can penetrate most soil types except gravel. The document reviews standards, references, and applications of the DMT for geotechnical investigations and design.
Giáo trình Thi công Nhà cao tầng - Nguyễn Xuân Trọng
Download tại
http://share-connect.blogspot.com/2014/12/giao-trinh-thi-cong-nha-cao-tang-nguyen-xuan-trong.html
Tên Ebook: Giáo trình Thi công Nhà Cao Tầng. Tác giả: Nguyễn Xuân Trọng. Định dạng: PDF. Số trang: 782. Nhà xuất bản: Nhà xuất bản Xây Dựng. Năm phát hành: Tái bản năm 2010
Types of foundations
The document discusses different types of foundations for buildings. It describes shallow foundations like isolated footings, combined footings, mat or raft foundations, and strap footings. It also discusses deep foundations such as pile foundations, pier foundations, well foundations, and diaphragm foundations. Pile foundations are further classified by function and material, including end bearing piles, friction piles, composite piles, concrete piles, and steel piles.
Hollow Block
This document discusses hollow block and ribbed slabs, which are concrete slabs reinforced with either hollow concrete blocks or concrete ribs. It outlines the benefits of hollow block slabs, including improved insulation, easier installation without formwork, and reduced weight. Various international codes have different limitations on the design of these slabs, such as the maximum distance between ribs. The document also provides pictures from construction sites and gives an overview of the design process and limitations for hollow block and ribbed slabs according to different codes like ACI, BS, and Eurocode. It concludes with a solved example problem.
Thay đất kết hợp cọc cát và bệ phản áp trong xử lý nền đất yếu
Thay đất kết hợp cọc cát và bệ phản áp trong xử lý nền đất yếuDịch vụ viết bài trọn gói ZALO: 0909232620
Download luận văn thạc sĩ ngành xây dựng với đề tài: Giải pháp Thay đất kết hợp cọc cát và bệ phản áp trong xử lý nền đất yếu dự án, cho các bạn làm luận văn tham khảo
Nhận viết luận văn đại học, thạc sĩ trọn gói, chất lượng, LH ZALO=>0909232620
Tham khảo dịch vụ, bảng giá tại: https://baocaothuctap.netTính toán tiết diện cột Bê tông cốt thép - Nguyễn Đình Cống
Download tại
http://share-connect.blogspot.com/2014/11/tinh-toan-tiet-dien-cot-btct-nguyen-dinh-cong.html
Tên Ebook: Tính toán tiết diện cột BTCT. Tác giả: Gs. Nguyễn Đình Cống. Định dạng: PDF. Số trang: 200 trang. Nhà xuất bản: Nhà xuất bản Xây Dựng. Năm phát hành: 2006
Estimating part 1
What is estimate?
Purpose of estimate
Technical Terms in estimate
Project
Quantity Surveying
Plinth Area
External Services
Contingencies
Work charge estiblishment
Tools&Plants(T&P)
Centage Charges
Schedule of Rates
What is AutoCAD
The document provides an introduction to AutoCAD, a computer-aided drafting software. It describes AutoCAD as a program used to create precise 2D and 3D drawings for construction and manufacturing. It then discusses the different types of drafters that use AutoCAD, including mechanical, architectural, electrical, and civil drafters. Finally, it provides an overview of the AutoCAD interface and basic tools, how to install AutoCAD, and how to create a simple drawing using basic commands like drawing a horizontal line.
Chapter 13
1) Two approaches are used to determine the safe bearing pressure of soil: allowable bearing pressure based on shear failure criteria, and safe bearing pressure based on settlement criteria.
2) Plate load tests can be used to estimate the safe bearing pressure that results in a given permissible settlement. Tests are conducted with plates of different sizes and the load-settlement data is used to calculate settlement of prototype foundations using empirical equations.
3) Housel's method involves conducting two plate load tests and solving equations involving load, plate area and perimeter to determine constants, which are then used to calculate load and size of a prototype foundation that results in the permissible settlement.
Factors to consider in foundation design
Factors to consider in foundation design include: footing depth and spacing, location of spread footings, soil pressures, erosion risks for structures near water, corrosion protection, water table fluctuations, and properties of soil types like sand, silt, loess, clays, and expansive soils. Designs must account for frost depth, moisture changes, unsuitable subsurface materials, adjacent existing structures, net versus gross pressures, predicted scour depths, corrosion risks, drainage, and consolidation settlements.
Plate notes
The document discusses how to analyze and design a raft foundation modeled with plate elements in STAAD Pro. It explains that STAAD provides shear stresses (SQX, SQY) directly from the stress contour output. These stresses can be used to calculate shear forces and check design requirements for bending, one-way shear, and punching shear. The thickness of the plate model needs to be checked and updated if not adequate based on the design checks. Proper node numbering and orientation of local axes for each element is also important for interpreting the stress results correctly.
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