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Next Next Next Next Next Next Next Next Next Next ByTwos value prime number ByTwos value prime number ByTwos value prime number ByTwos value prime number ByTwos value prime number is is is is is is is is is is 2 3 4 5 6 7 8 11 10 13 of an FRP superstructure: i.e., 1 inch for each foot of span. If desired, a slimmer section can be obtained by asking the manufacturer to engineer the fabric architecture accordingly. 6. Speci c design criteria are: To avoid long term creep, predicted strains under design load shall be less than 20 percent of the FRP composite's minimum guaranteed ultimate strength. The ultimate strength is based on coupon testing and is noted in the approved plans. An environmental durability factor (knock down factor) of 0.65 may be applied to the material properties to account for degradation of properties over time. Because of the material's typical low modulus of elasticity, most designs will be driven by de ection limitations and not strength requirements. Although the criterion for de ection is somewhat arbitrary, it is typically kept at 1/800 of the supporting span length. 7. Research is required in the areas of long-term environmental effects on FRP: In identifying the various failure modes of FRP composites In developing design methodologies To develop ef cient connections to utilize the advantageous properties of FRP composite sections. Low Intermediate High
Amplifier Design Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com) Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website. Part I: Figure 7 - 1 Layers in a CD-RW disc
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