17
please answer the problems, the answer is already given i just need the solution
please type your answer if you can because i can't view written answers
Extracted text: 1580 lb 3160 lb 1580 lb 12 8400 lb 18,000 lb 72'- Figure P-3-5.17 1000 Ib
Extracted text: the hóriz 3-5.17. The Fink truss in Fig. P-3-5.17 (p. 96) is supported by a hinge at A and by rollers on a 1 to 2 slope at B. The bracing bars are normal to the inclined members at their midpoints. The wind loads are perpen- dicular to AC. Determine the horizontal and vertical components of the reactions at A and B. A, 6500 lb; B, = 17,000 lb Ans. 16) is sunnorted by a hinge