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Evaluation of the timber joists in the Montague Building equired the sampling of six full-length joists selected at random Field-obtained moisture meter readings were compared with the oven-dried moisture content measurements made in the laboratory on 4-inch square samples in accordance with ASTM D-2016 Tabulated data included speci c gravity measured in accordance with ASTM D-2395, annual timber growth rings per inch, of the slope of grain, unit weight of the timber samples, and cross-sectional dimensions of each sample The 2 12 timber joists were tested to failure in a laboratory utilizing a calibrated hydraulic jack that applied a concentrated load at the midpoint of an 11-foot span The load was applied in 500-pound increments and de ection was recorded to the nearest 001 of an inch utilizing an Ames Dial De ectometer.

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Although the timber samples were visually classi ed as one of the seven species of southern pine with a grade equal to a high quality No 2, the test results indicated that the actual stiffness of this material was less than expected Unfortunately, it is not always possible for the structural engineer to make the best ecision with regard to future serviceability and building safety Constraints imposed by owners and lenders, eager to obtain tax credits, may sway an engineer toward the solution of meeting minimum code requirements for the short term Success of an historic preservation project depends on many related and unrelated factors The engineering judgment of the structural engineer should be given considerable weight in making decisions that affect the desired result Time will tell which solution was best.

At the present time, Watauga Hall is fully occupied, limiting space to graduate-level students based on an application process The Montague Building now houses Caf Luna, several of ces, and a branch of ce of a large consulting engineering rm Control barcode pdf417 data for vbnet pdf417 Related: NET EAN-13 Generation , EAN 128 Generating NET , NET UPC-A Generating.

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An existing structure might have to be monitored in order to obtain data for such an evaluation esting programs may have to be designed to aid in determining the strength of component materials or complete assemblies Methods may consist of destructive or nondestructive testing of component materials or load tests of structural members such as beams or assemblies such as trusses It will likely be necessary to adapt current testing methods for eld use on historic structures Accurate eld measurements are essential in de ning the structure and its condition Surveying methods have been successfully utilized in determining the stiffness of de ected beams and trusses A topographic plan of the oor surface of a historic structure will yield a useful visual representation of an irregular oor if the contour interval is small.

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Irregular oors in a historic structure could be caused by movement in the supporting soils, timber decay or shrinkage, or de ection of structural components The ability to interpret the response of a structure to background vibrations and induced vibrations has made vibratory testing a valuable historic preservation tool X-ray, liquid penetrant, nuclear particle density meters, and ultrasonic techniques are being used to evaluate various construction materials The correct interpretation of masonry cracks may yield accurate information regarding the location and amounts of settlement or thermal movement Monitoring such cracks is possible with telltales such as glass slides epoxied to the wall surface on each side of a ssure Even slight movement can be detected by using such a strategy Accurate monitoring of cracks is possible with calibrated telltales accurate to within one millimeter and electronic strain gauges.

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Load testing a historic structure may be the only reasonable way to justify conditions or materials that are dif cult to analyze In designing a load test, the engineer must call for the application of realistic loads carefully applied Great care should be taken before applying twice the design live load, as required by many building codes, to a historic structure For timber structures it may be unrealistic to apply full live load plus an increase for a period such as 24 or 48 hours, when the structure actually will never reach that service loading for 5 printing torender ean13 on net Make international standard using barcode integrating for net framework control Related: Generate Codabar NET , Create ITF-14 NET , Print Interleaved 2 of 5 NET.

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The application of strain gages and other instrumentation is highly desirable in monitoring a load test. hrough the use of monitoring techniques, testing, measurements, observation, and structural calculations, an accurate interpretation of the structural capability of a historic structure can be presented in a carefully written report. pdf417 and pdf-417 2d barcode data, size, image with vb.net barcode sdk. .Related: 

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