The composite A-36 steel bar shown is made from two segments, AB and BD, having cross-sectional areas of AB = 616 mm² and BD = 1243 mm2. Determine the vertical displacement (in mm) of B relative to D. Modulus of Elasticity = 210 GPa. X = 1026 mm, Y = 786 mm, Z= 545 mm NOTE: Input the MAGNITUDE ONLY. Compute and express your final answer in 5 decimal places. 75 kN A 20 KN of 40 kN c 20 kN D X Y 40 KNJ Z
The composite A-36 steel bar shown is made from two segments, AB and BD, having cross-sectional areas of AB = 616 mm² and BD = 1243 mm2. Determine the vertical displacement (in mm) of B relative to D. Modulus of Elasticity = 210 GPa. X = 1026 mm, Y = 786 mm, Z= 545 mm NOTE: Input the MAGNITUDE ONLY. Compute and express your final answer in 5 decimal places. 75 kN A 20 KN of 40 kN c 20 kN D X Y 40 KNJ Z
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:The composite A-36 steel bar shown is made from two segments, AB and BD, having cross-sectional areas of AB = 616 mm2 and BD = 1243 mm². Determine the vertical displacement (in
mm) of B relative to D. Modulus of Elasticity = 210 GPa.
X = 1026 mm, Y = 786 mm, Z= 545 mm
NOTE: Input the MAGNITUDE ONLY. Compute and express your final answer in 5 decimal places.
75 kN
A
20 KN
40 kN
d
D
X
20 kN
40 kN
Z
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