25 KN III a a ASTEEL ACOPPER STEEL 2.8 m 3.6 m hree vertical rods of equal distance, each has a diameter of 20mm and supports a load of 25 kN as shown in the figure. Initially, all the rods are adjusted so that they share equal tresses. Neglecting any chance of buckling, and taking Es = 205 GPa and Ec = 100 GPa, determine the final stress in the steel when a further load of 20 KN is added.
25 KN III a a ASTEEL ACOPPER STEEL 2.8 m 3.6 m hree vertical rods of equal distance, each has a diameter of 20mm and supports a load of 25 kN as shown in the figure. Initially, all the rods are adjusted so that they share equal tresses. Neglecting any chance of buckling, and taking Es = 205 GPa and Ec = 100 GPa, determine the final stress in the steel when a further load of 20 KN is added.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![ASTEEL
ܢܢܝܝܘ ܗ
25 KN
ACOPPER
a
STEEL
2.8 m
3.6 m
Three vertical rods of equal distance, each has a diameter of 20mm and supports a load of 25 KN as shown in the figure. Initially, all the rods are adjusted so that they share equal
stresses. Neglecting any chance of buckling, and taking Es = 205 GPa and Ec = 100 GPa, determine the final stress in the steel when a further load of 20 KN is added.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Faf2bd717-9d2f-4d7f-a1b5-34ca45a91d16%2F4e071d80-9f6f-43d1-a4bd-d260eb80f32f%2Fnvg02t9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:ASTEEL
ܢܢܝܝܘ ܗ
25 KN
ACOPPER
a
STEEL
2.8 m
3.6 m
Three vertical rods of equal distance, each has a diameter of 20mm and supports a load of 25 KN as shown in the figure. Initially, all the rods are adjusted so that they share equal
stresses. Neglecting any chance of buckling, and taking Es = 205 GPa and Ec = 100 GPa, determine the final stress in the steel when a further load of 20 KN is added.
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