Producing and managing a construction project schedule can be a challenge for many construction business owners. In order to be effective, the construction project schedule must be both accurate for the short-term and flexible for the long-term.Communicating the construction project schedule every week to your team and your customers ensures that goals are met and expectations are clear.
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Wind turbines are getting larger and more powerful. Accordingly, these high capacity turbines apply larger loads to their foundations, the structures that transfer weight from the turbines to the earth. In general, foundations are usually simple concrete blocks called footings that are placed under building walls and columns, or in the case of wind turbines, beneath the tower. The performance of this type of foundation depends on the strength and compressibility of the soil or rock that may be present under the footing.
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Girder bridges have come a long way from their limited small-span application to a very cost-competitive functional form, becoming the most widely used bridge type of our time. A practical girder design begins with thorough knowledge about the various regional girder types, their advantages and disadvantages compared to other bridge forms, and influences of various site constraints. Many peripheral factors, such as life cycle cost, fabrication and shipping limitations, traffic and construction conditions, and maintenance access, also affect the design. The process begins with planning, type selection, and design and ends with construction and inspection and preservation.
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| Design of Elevated Water Tanks |
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A construction worksite is a busy place, and everything that happens on one needs to be detailed and recorded daily. These reports need to be thorough and accurate to give a consistent record of all that took place each and every day of the project.The best way to make sure you log all these activities is by using our free construction daily report template. It has all the fields you’ll need to fill in, with signature lines for the company and client to make sure everyone is in agreement.
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This RFI template makes it easy to request information from contractors, architects, or subcontractors. For record-keeping purposes, the template includes sections at the top for the project name and ID number, the RFI number, the RFI date, and any attached drawings.If the project requires changes in expense or scheduling, add the increase or decrease to the cost and timeline. The form also includes room for a detailed response, allowing the document to serve as a written record of both the request for information and the response. Download and share the template as an Excel file, or save it as a PDF form for easy printing.
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Depending on the type of construction project, a contractor may need to provide their own estimate for work. This simple construction estimator template will help to provide an initial assessment of the labor and costs associated with a project. Use this template to list the work items needed, along with associated costs, and a total estimate at the bottom.
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Beams analysis and design spreadsheet program is written in MS-Excel for the purpose of analysis of either single-span or continuous-span beams subjected to virtually any type of loading configuration. Four (4) types of single-span beams and two (2) through (5) span, continuous-span beams, considered. Specifically, beam end reactions as well as the maximum moments and deflections are calculated. Plots of all of the diagrams are produced, as well as atabulation of the shear, moment, slope, and deflection for the beam or each individual span. Also, for structural steel single-span beams an AISC 9th Edition (ASD) Code check can be performed for X-axis bending and shear.
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Computes the depth required, maximum moment, and section modulus required for Sheet Pile Design based on US Steel's Sheet Piling Design Manual. There is a sheet to analyze the effects of Cooper E80 loading per AREMA Specifications. However, normal traffic or equipment surcharge loads can be used as well. Graphs are provided for Log Spiral Active and Passive coefficients.
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This spreadsheet performs an analysis and design of simply supported and cantilever, steel beams bending about their X-X axis and subjected to gravity loads. Beams can be either with full restraint or without full restraint.Design is in accordance with BS 5950-1:1990. Bending moments, shear forces and deflections are computed at 1/60th positions along the span and the maximums of these values are used for the design. The equations for the analysis have been obtained from the Reinforced Concrete Designer's Handbook by Reynolds and Steedman. Self weight of the steel section is automatically included in the calculations. The moment capacity of the section is calculated taking into account the corresponding shear force and a reduction is made as necessary. A check is made to see if a shear bucking calculation is required and a warning is issued. This spreadsheet also contains a calculation sheet for checking local web bearing and buckling.
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Plain concrete footing or pedestal is a shallow foundation designed to take small loads from columns without using longitudinal tension steel. These are the most economical forms of shallow foundation. To sustain temperature and shrinkage stresses, the standard codes recommend to provide distribution reinforcement bars for plain concrete footings.
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A rectangular concrete column section under axial load and biaxial bending is selected. It is symmetrically reinforced with two layers of reinforcement he corresponding strain, stress and force diagrams on the section at the ultimate load whereas, the location of the neutral axis specified in terms of two parameters α and β is For as pecified position and direction of the neutral axis, the strain diagram can be set with the maximum strain in the concrete of εcu = 0.0035
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Cable trenching is a method of laying cables into the ground by digging trenches. The cables are submerged underground via the trench and are then covered by a layer of earth, bitumen or concrete. RCC design of cable trench excel sheet allow to to analysis and design the Trench
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Seismic is manifested as ground shaking caused by the sudden release of energy in the Earth ’ scrust. This energy may originate from different sources, such as dislocations of the crust, volcaniceruptions, or even by man - made explosions or the collapse of underground cavities, such as mines orkarsts. Thus, while earthquakes are defi ned as natural disturbances, different types of earthquake exist:fault rupture - induced, volcanic, mining - induced and large reservoir - induced. Richter ( 1958 ) has provideda list of major earth disturbances recorded by seismographs as shown in Figure 1.1 . Tectonicearthquakes are of particular interest to the structural engineers, and further discussion will thereforefocus on the latter type of ground disturbance.
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Reinforced concrete foundations, or footings, transmit loads from a structure to the supporting soil.Footings are designed based on the nature of the loading, the properties of the footing and theproperties of the soil.Design of a footing typically consists of the following steps:1. Determine the requirements for the footing, including the loading and the nature of the supportedstructure.2. Select options for the footing and determine the necessary soils parameters. This step is oftencompleted by consulting with a Geotechnical Engineer.3. The geometry of the foundation is selected so that any minimum requirements based on soilsparameters are met.
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Storage tanks are built for storing water, liquid petroleum, petroleum products andsimilar liquids. Analysis and design of such tanks are independent of chemical natureof product. They are designed as crack free structures to eliminate any leakage.Adequate cover to reinforcement is necessary to prevent corrosion. In order to avoidleakage and to provide higher strength concrete of grade M20 and above isrecommended for liquid retaining structures.
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Spread footings are usually designed to use 3 ksi < f'c < 4 ksi, whereas modern structuralmembers frequently use concrete between the range of 4 ksi < f'c < 8 ksi. A higher concretestrength helps reduction the member’s size. However, the footing’s design is govern by thebearing capacity and settlement. That means that the strength of the soil might be limitingfactor, and a higher concrete strength would not be relevant.
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A bolt is a metal pin with a head formed at one end and shank threaded at the other in order toreceive a nut. On the basis of load transfer in the connection bolts are classified as:(a) Bearing Type(b) Friction Grip TypeThere are two types of bearing type bolts, namely,(i) Unfinished or Black Bolts.(ii) Finished or Turned Bolts.The shanks of black bolts are unfinished, i.e., rough as obtained at the time of rolling, whileturned bolts are obtained by turning hexagonal shank to circular shape. The bolt hole diameter isonly 1.5 mm larger than that of the shank in case of turned bolt. These bolts are used in special jobslike connecting machine parts subject to dynamic loadings. For black bolts, diameter of bolt hole islarger and are used in most of the work
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