A steel rail AB is laid between two adjacent rails with a gap A to accommodate thermal expansion (Fig. 1). (a) What is the gap A needed to ensure that the rails touch one another without transmitting any force if the temperature is raised from T1 = -15°F to T2 = 95°F? (b) On a particularly hot day, the temperature rises to T3 = 115°F, which results in a force P in the rails. Calculate the force. (c) What should be the minimum second moment of area I to ensure that the column does not buckle under the force P calculated in (b) above? Assume pin-jointed support at both ends of the rail. Take E = 30 × 103 ksi, a = 6.5 x 10-6/°F, and A = 5.0 in². 30 ft
A steel rail AB is laid between two adjacent rails with a gap A to accommodate thermal expansion (Fig. 1). (a) What is the gap A needed to ensure that the rails touch one another without transmitting any force if the temperature is raised from T1 = -15°F to T2 = 95°F? (b) On a particularly hot day, the temperature rises to T3 = 115°F, which results in a force P in the rails. Calculate the force. (c) What should be the minimum second moment of area I to ensure that the column does not buckle under the force P calculated in (b) above? Assume pin-jointed support at both ends of the rail. Take E = 30 × 103 ksi, a = 6.5 x 10-6/°F, and A = 5.0 in². 30 ft
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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A steel rail AB is laid between two adjacent rails with a gap ∆ to accommodate thermal expansion (Fig. 1).
(a) What is the gap ∆ needed to ensure that the rails touch one another without transmitting any force if the temperature is raised from T1 = −15◦F to T2 = 95◦F?
(b) On a particularly hot day, the temperature rises to T3 = 115◦F, which results in a force P in the rails. Calculate the force.
(c) What should be the minimum second moment of area I to ensure that the column does not buckle under the force P calculated in (b) above? Assume pin-jointed support at both ends of the rail.
TakeE=30×103 ksi,α=6.5×10−6/◦F,andA=5.0in2.
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