The cable in Figure P6.3 supports girder DE uniformly loaded with 4 kips/ft. The supporting hangers are closely spaced, generating a smooth curved cable. Determine the support reactions at A and C. If the maximum tensile force in the cable cannot exceed 600 kips, determine the sag hB at midspan.
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Which of the following methods should be used to completely deflate a truck tire?
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What is the purpose of the interface.
What will be an ideal response?
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What will be an ideal response?
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