65 resultados para Preferência manual - Hand preference

em Iowa Publications Online (IPO) - State Library, State of Iowa (Iowa), United States


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The purpose of this manual is to guide operation of the Case Management Program for Frail Elders. After Background, Program Administration, Definitions, Consumer Eligibility, and Program Standards, the order follows the flow of a consumer entering the pro-gram from referral through ongoing case activities. The manual is written assuming the reader is the Case Manager. The effective date will appear in the bottom left hand corner of each page. This manual will be updated as needed via Iowa Aging Program Instructions (IAPI). This manual is used in conjunction with the Department of Human Services’ manuals which provide more detail about policies and procedures within the Medicaid elderly waiver program.

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The need for upgrading a large number of understrength bridges in the United States has been well documented in the literature. This manual presents two methods for strengthening continuous-span composite bridges: post-tensioning of the positive moment regions of the bridge stringers and the addition of superimposed trusses at the piers. The use of these two systems is an efficient method of reducing flexural overstresses in undercapacity bridges. Before strengthening a given bridge however, other deficiencies (inadequate shear connection, fatigue problems, extensive corrosion) should be addressed. Since continuous-span composite bridges are indeterminant structures, there is longitudinal and transverse distribution of the strengthening axial forces and moments. This manual basically provides the engineer with a procedure for determining the distribution of strengthening forces and moments throughout the bridge. As a result of the longitudinal and transverse force distribution, the design methodology presented in this manual for continuous-span composite bridges is extremely complex. To simplify the procedure, a spreadsheet has been developed for use by practicing engineers. This design aid greatly simplifies the design of a strengthening system for a given bridge in that it eliminates numerous tedious hand calculations, computes the required force and moment fractions, and performs the necessary iterations for determining the required strengthening forces. The force and moment distribution fraction formulas developed in this manual are primarily for the Iowa DOT V12 and V14 three-span four-stringer bridges. These formulas may be used on other bridges if they are within the limits stated in this manual. Use of the distribution fraction formulas for bridges not within the stated limits is not recommended.

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The rules and regulations for operating a motered vechicle in Iowa

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The rules and regualtions for owning and operating a motorcycle in Iowa

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Farmers Market Manual produced by Iowa Departmment of Agriculture and Land Stewardship

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Final report produced by DOT on development of manual crack quantification and automatic crack measurment system.

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This booklet has been prepared by the Division of Workers’ Compensation to provide information and guidelines in handling Iowa workers’ compensation claims. For more detailed information, reference should be made to Iowa Code chapters 85 through 87, 17A and chapter 876 of the Iowa Administrative Code.

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This booklet has been prepared by the Division of Workers’ Compensation to provide information and guidelines in handling Iowa workers’ compensation claims. For more detailed informaton, reference should be made to Iowa Code chapters 85 through 87, 17A and chapter 876 of the Iowa Administrative Code.

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This booklet has been prepared by the Division of Workers’ Compensation to provide information and guidelines in handling Iowa workers’ compensation claims. For more detailed informaton, reference should be made to Iowa Code chapters 85 through 87, 17A and chapter 876 of the Iowa Administrative Code.

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This booklet has been prepared by the Division of Workers’ Compensation to provide information and guidelines in handling Iowa workers’ compensation claims. For more detailed informaton, reference should be made to Iowa Code chapters 85 through 87, 17A and chapter 876 of the Iowa Administrative Code.

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Several superstructure design methodologies have been developed for low volume road bridges by the Iowa State University Bridge Engineering Center. However, to date no standard abutment designs have been developed. Thus, there was a need to establish an easy to use design methodology in addition to generating generic abutment standards and other design aids for the more common substructure systems used in Iowa. The final report for this project consists of three volumes. The first volume summarizes the research completed in this project. A survey of the Iowa County Engineers was conducted from which it was determined that while most counties use similar types of abutments, only 17 percent use some type of standard abutment designs or plans. A literature review revealed several possible alternative abutment systems for future use on low volume road bridges in addition to two separate substructure lateral load analysis methods. These consisted of a linear and a non-linear method. The linear analysis method was used for this project due to its relative simplicity and the relative accuracy of the maximum pile moment when compared to values obtained from the more complex non-linear analysis method. The resulting design methodology was developed for single span stub abutments supported on steel or timber piles with a bridge span length ranging from 20 to 90 ft and roadway widths of 24 and 30 ft. However, other roadway widths can be designed using the foundation design template provided. The backwall height is limited to a range of 6 to 12 ft, and the soil type is classified as cohesive or cohesionless. The design methodology was developed using the guidelines specified by the American Association of State Highway Transportation Officials Standard Specifications, the Iowa Department of Transportation Bridge Design Manual, and the National Design Specifications for Wood Construction. The second volume (this volume) introduces and outlines the use of the various design aids developed for this project. Charts for determining dead and live gravity loads based on the roadway width, span length, and superstructure type are provided. A foundation design template was developed in which the engineer can check a substructure design by inputting basic bridge site information. Tables published by the Iowa Department of Transportation that provide values for estimating pile friction and end bearing for different combinations of soils and pile types are also included. Generic standard abutment plans were developed for which the engineer can provide necessary bridge site information in the spaces provided. These tools enable engineers to design and detail county bridge substructures more efficiently. The third volume provides two sets of calculations that demonstrate the application of the substructure design methodology developed in this project. These calculations also verify the accuracy of the foundation design template. The printouts from the foundation design template are provided at the end of each example. Also several tables provide various foundation details for a pre-cast double tee superstructure with different combinations of soil type, backwall height, and pile type.

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Support manual for preventing bullying and harassment in school.

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Although Iowa has some of the most productive agricultural land in the nation, it also maintains a very extensive road network.Consequently, landowners and roadway officials often must deal with drainage issues affecting private lands and public highways. However, many individuals are unfamiliar with legal drainage requirements, practices, and procedures, which can result in misunderstandings concerning maintenance responsibilities for drainage facilities, sometimes leading to litigation. To assist propertyowners, public agencies, and others with interest in better understanding drainage maintenance responsibilities, a reference manual was developed to describe Iowa’s drainage laws and offer interpretations in a clear and concise manner. To develop a comprehensive drainage manual, researchers identified and reviewed current available literature. These resources described pertinent drainage issues and presented explanations of legal responsibilities. The literature review included manuals and guides from Iowa, surrounding states, and federal agencies. Researchers developed a survey to assess the needs and interestsof potential users of an Iowa drainage law manual. Survey responses were used to identify common problems and concerns among individuals who encounter drainage issues on a regular basis. Issues mentioned in the survey responses included interpretation of drainage laws and commonly encountered questions relating to public improvements and private interests. Many individuals, including county engineers, stated interest in specific topics such as maintenance and/or diversion of drainage, landowner issues, and upstream and downstream impacts. Overall, the survey provided researchers with valuable information regarding drainage issues, problems, current policies, and concerns. A comprehensive manual of Iowa drainage law will assist agencies and individuals in interpreting current code requirements and in implementing effective and beneficial solutions when dealing with drainage issues.

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This booklet has been prepared by the Division of Workers’ Compensation to provide information and guidelines in handling Iowa workers’ compensation claims. For more detailed information, reference should be made to Iowa Code chapters 85 through 87, 17A and chapter 876 of the Iowa Administrative Code.