1. The cable in Figure P6.3 supports girder DE uniformly loaded with 4 kips/ft. The supporting…

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1. 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  at midspan.

2. (a) Determine the reactions at supports A and E and the maximum tension in the cable in Figure P6.4. (b) Establish the cable sag at points C and D.

 

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