Q) why we use the AASHTO Code in the bridge not other Code??
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why did we not just use Qin = Q our and solve where did the other variables came in the equation i thought convesation of mass is Min - Mout https://www.chegg.com/homework-help/fundamentals-of-fluid-mechanics-7th-edition-chapter-5-problem-12p-solution-9781118116135?trackid=0530221cc62f&strackid=a5d176cfc25c
How does AASHTO classify highways by function and what are these functions? Why a highway classification system is needed in highway design?
why have we discontinued use and/or made it illegal to use DDT and other halogenated pesticides in the United States? (10 pt.) 10)
Abstract Algebra; Please write nice and clear. If we wanted to use the definition of isomorphism to prove that Z is not isomorphic to Q, we would have to show that there does not exist an isomorphism p : Z Q. In other words, we would have to show that every function that we could possibly define from Z to Qwould violate at least one of the conditions that define isomorphisms. To show this directly seems daunting, if not impossible....
Why have we discontinued use and/or made it illegal to use DDT and other halogenated pesticides in the United States? (10 pt.)
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A) What can we predict that there are some problems in simply supported beam bridge and how do we improve or prevent the situation? B) How to conclude the significance of the simply supported beam bridge construction and what is the implication of it? C) How to summarize the impact of simply supported beam applied on the bridge as shown in figure below like how the load are been used and how the support functioned on the bridge. D) Why...
Why can't we use an infinite number of terms in an FIR filter? In other words what is preventing us from using a very large number of terms in an FIR difference equation?
7. Use the AASHTO design method to determine the thickness of full depth AC pavement given the following information: subgrade resilient modulus is 10,000 psi; AC layer coefficient is 0.42; total ESAL on the design lane is 5x10°; reliability level is 95%; overall standard deviation is 0.40; initial serviceability index is 4.5; terminal serviceability index is 2.5; drainage coefficients for aggregate layers is 0.85. Show your work on the figure below 50 Design Serviceability Low APS 10 99.9 e 40...
Why do we make an assumption of the structural number (SN) and slab thickness (D) "first" when using traditional AASHTO Pavement Design method?