The pinned truss in Fig Q2 is subject to a vertical load of 120kN at Pin C. The strut members AB, BC and AC each have cross-sectional diameters of 50mm, 25mm and 25mm respectively. The struts are made from Steel having a Young's Modulus of 210GPA and yield strength of 350MPA. Calculate: a) the axial stress in each member b) the stability of the structure against buckling (stating which strut is likely to buckle) c) the diameter of the shear pin at A, given it is acting in double shear and should be based upon von Mises' shear strength criterion and a Safety factor of 1.5.

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 2.2.7P: Rigid bar ACB is supported by an elastic circular strut DC having an outer diameter of 15 in. and...
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The pinned truss in Fig Q2 is subject to a vertical load of 120kN at Pin C. The
strut members AB, BC and AC each have cross-sectional diameters of 50mm,
25mm and 25mm respectively. The struts are made from Steel having a
Young's Modulus of 210GPA and yield strength of 350MPA.
Calculate:
a) the axial stress in each member
b) the stability of the structure against buckling (stating which strut is likely to
buckle)
c) the diameter of the shear pin at A, given it is acting in double shear and
should be based upon von Mises' shear strength criterion and a Safety
factor of 1.5.
120 kN
300 mm
А
B
252 mm
150 mm
Transcribed Image Text:The pinned truss in Fig Q2 is subject to a vertical load of 120kN at Pin C. The strut members AB, BC and AC each have cross-sectional diameters of 50mm, 25mm and 25mm respectively. The struts are made from Steel having a Young's Modulus of 210GPA and yield strength of 350MPA. Calculate: a) the axial stress in each member b) the stability of the structure against buckling (stating which strut is likely to buckle) c) the diameter of the shear pin at A, given it is acting in double shear and should be based upon von Mises' shear strength criterion and a Safety factor of 1.5. 120 kN 300 mm А B 252 mm 150 mm
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