Determine the moments acting at the supports A and D of the battered-column frame. Take E =
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4 k/ft ШШ П. 6 k 20 ft 15 ft 15 ft 20 ft
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A D 0 AB CD 25 BC 12 20 BC 15CD 15 AB 15 Where BC AB CD 290000 B 145000 C 652500 1600 290000 C 14500...View the full answer
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