20. Compute temperature drops to -20°C. The cross- sectional area of the rod is 1200 mm2, a = 11.7 pm/(m-°C), and E = 200 GPa. Solve, assuming that the walls spring together a total distance of 0.500 mm as the temperature drops. a. 93.6 MPa C. 75.6 MPa the stress when the b. 89.6 MPa d. 53.6 MPa

20. Compute temperature drops to -20°C. The cross- sectional area of the rod is 1200 mm2, a = 11.7 pm/(m-°C), and E = 200 GPa. Solve, assuming that the walls spring together a total distance of 0.500 mm as the temperature drops. a. 93.6 MPa C. 75.6 MPa the stress when the b. 89.6 MPa d. 53.6 MPa

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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Masonry wall construction

Masonry walls of various sorts are utilized in building construction. Masonry walls are the most enduring feature of any structure or building. It separates a structure from the outside world. In masonry construction, the common masonry materials used are building stone, brick, cast stone, glass block, and concrete block. Masonry construction is a type of construction that has the highest durability.

Question

A steel rod 2.5 m long is secured between two walls. If the load on the road is zero at 20 deg Centigrade

20. Compute the stress
temperature drops to -20°C. The cross-
sectional area of the rod is 1200 mm2,
a = 11.7 pm/(m-°C), and E = 200 GPa.
Solve, assuming that the walls spring
together a total distance of 0.500 mm as the
temperature drops.
a. 93.6 MPa
C. 75.6 MPa
when the
b. 89.6 MPa
d. 53.6 MPa

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