Problem 1 The bar ABCD consists of three cylindrical steel segments with dif lengths and cross-sectional areas. Axial loads are applied as shown the normal stress in each segment. Start at member 1. 4000 lb -1.3 ft- 1.2 in.² B 9000 lb 1.6 ft 1.8 in.² ANS: GAB = 3330 psi, oBC = 2780 psi, oCD = 4380 psi 2000 lb C -1.7 ft- 1.6 in.²
Problem 1 The bar ABCD consists of three cylindrical steel segments with dif lengths and cross-sectional areas. Axial loads are applied as shown the normal stress in each segment. Start at member 1. 4000 lb -1.3 ft- 1.2 in.² B 9000 lb 1.6 ft 1.8 in.² ANS: GAB = 3330 psi, oBC = 2780 psi, oCD = 4380 psi 2000 lb C -1.7 ft- 1.6 in.²
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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