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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Transcribed Image Text:Problem 1
The bar ABCD consists of three cylindrical steel segments with different
lengths and cross-sectional areas. Axial loads are applied as shown. Calculate
the normal stress in each segment. Start at member 1.
4000 lb
-1.3 ft-
1.2 in.²
B
1.6 ft
1.8 in.²
9000 lb 2000 lb
'С
ANS: GAB = 3330 psi, oBC = 2780 psi, OCD = 4380 psi
-1.7 ft-
1.6 in.²
7000 lb
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