P6.3. The cable in Figure P6.3 supports girder DE uni- formly 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 maxi- mum tensile force in the cable cannot exceed 600 kips, determine the sag hg at midspan. at -100' 100 cable hB w = 4 kips/ft P6.3
P6.3. The cable in Figure P6.3 supports girder DE uni- formly 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 maxi- mum tensile force in the cable cannot exceed 600 kips, determine the sag hg at midspan. at -100' 100 cable hB w = 4 kips/ft P6.3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:P6.3. The cable in Figure P6.3 supports girder DE uni-
formly 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 maxi-
mum tensile force in the cable cannot exceed 600 kips,
determine the sag hg at midspan.
ar
100'
100' -
cable
hB
E
w = 4 kips/ft
P6.3
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