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The lower ends of the three steel rods are at the same level before the force P = 600 kN is applied to the horizontal rigid slab. For each rod, A = 2000 mm2 , α = 11 .7 μm/m0 C, and E = 200 Gpa. Determine the relationship between the force in rod C and the change in temperature ∆. Neglect mass of the slab. *Show geometry of deformation

The lower ends of the three steel rods are at the same level before the force P = 600 kN is applied to the horizontal rigid slab. For each rod, A = 2000 mm2 , α = 11 .7 μm/m0 C, and E = 200 Gpa. Determine the relationship between the force in rod C and the change in temperature ∆. Neglect mass of the slab. *Show geometry of deformation

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The lower ends of the three steel rods are at the same
level before the force P = 600 kN is applied to the
horizontal rigid slab. For each rod, A = 2000 mm2
,
α = 11 .7 μm/m0
C, and E = 200 Gpa. Determine the
relationship between the force in rod C and the change
in temperature ∆. Neglect mass of the slab.
*Show geometry of deformation

PROBLEM 3 The lower ends of the three steel rods are at the same level before the force P = 600 kN is applied to the horizontal rigid slab. For each rod, A = 2000 mm², a = 11 .7 um/m°C, and E = 200 Gpa. Determine the relationship between the force in rod C and the change in temperature A. Neglect mass of the slab. *Show geometry of deformation Figure P-255 B A 6 m 6 m 5 m 4 m 2 m 3 m 3 m 600 kN
Transcribed Image Text:PROBLEM 3 The lower ends of the three steel rods are at the same level before the force P = 600 kN is applied to the horizontal rigid slab. For each rod, A = 2000 mm², a = 11 .7 um/m°C, and E = 200 Gpa. Determine the relationship between the force in rod C and the change in temperature A. Neglect mass of the slab. *Show geometry of deformation Figure P-255 B A 6 m 6 m 5 m 4 m 2 m 3 m 3 m 600 kN
Figure P-255 A 6 m 6 m 5 m 4 m 2 m 3 m - 3 m 600 kN
Transcribed Image Text:Figure P-255 A 6 m 6 m 5 m 4 m 2 m 3 m - 3 m 600 kN
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