Consider a structure including the horizontal beam AB hinged to the wall at point A and supported by steel bar at point B, as shown. The length of the beam is L = 3.7 m and its weight is W = 450 N. The length of the steel bar is h = 2.5 m and its radius is r = 1.2 cm. The elastic modulus of the steel bar is E = 200 GPa. _(a) Draw the free body diagram (FBD) of the horizontal beam AB ; (b) Draw the FBD of the steel bar;_Determine (c) the magnitude of the reaction force, RA, at point A; (d) the tensile stress, o, exerted by the beam on the steel bar; (e) the tensile strain, ɛ, developed in the steel bar B

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.8.8P
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Consider a structure including the horizontal beam AB hinged to the wall at point A and
supported by steel bar at point B, as shown. The length of the beam is L = 3.7 m and its weight is W = 450
N. The length of the steel bar is h = 2.5 m and its radius is r = 1.2 cm. The elastic modulus of the steel bar
is E = 200 GPa. _(a) Draw the free body diagram (FBD) of the horizontal beam AB ; (b) Draw the FBD of
the steel bar;_Determine (c) the magnitude of the reaction force, RA, at point A; (d) the tensile stress, o,
exerted by the beam on the steel bar; (e) the tensile strain, ɛ, developed in the steel bar
h
A
B
Transcribed Image Text:Consider a structure including the horizontal beam AB hinged to the wall at point A and supported by steel bar at point B, as shown. The length of the beam is L = 3.7 m and its weight is W = 450 N. The length of the steel bar is h = 2.5 m and its radius is r = 1.2 cm. The elastic modulus of the steel bar is E = 200 GPa. _(a) Draw the free body diagram (FBD) of the horizontal beam AB ; (b) Draw the FBD of the steel bar;_Determine (c) the magnitude of the reaction force, RA, at point A; (d) the tensile stress, o, exerted by the beam on the steel bar; (e) the tensile strain, ɛ, developed in the steel bar h A B
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