1. Determine MAB, MBA, MBC, MCB. The support at B settles 0.01 ft. E=30,000 ksi and I=1,000 in (start solution on new page) 4 k 3 k/ft B 18' 3 k/ft 6'
1. Determine MAB, MBA, MBC, MCB. The support at B settles 0.01 ft. E=30,000 ksi and I=1,000 in (start solution on new page) 4 k 3 k/ft B 18' 3 k/ft 6'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. Determine MAB, MBA, MBC, MCB. The support at B settles 0.01 ft. E=30,000 ksi and I=1,000
in (start solution on new page)
4 k
3 k/ft
B
18'
3 k/ft
6'
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