Q1 A horizontal beam BC is subjected to uniformly distributed load, w and at the same time it is supported at end B by a column AB (diameter of 50 mm) as shown in Figure Q1. Assume that all bars are pin-connected. (а) Sketch a complete Free Body Diagram (FBD) for the beam with clearly shows the all forces/moment involved. From the FBD, determine the equation of force for member AB, PAB and also the critical force, Per,x and Pery associated with member АВ. (b) Assume that the factor of safety with respect to buckling is 2.0 and the column is made of Steel Alloys with structural A992, determine the uniformly distributed load, w that can be applied onto beam BC without causing a column AB to buckle.

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Q1
A horizontal beam BC is subjected to uniformly distributed load, w and at the same time it
is supported at end B by a column AB (diameter of 50 mm) as shown in Figure Q1. Assume
that all bars are pin-connected.
(а)
Sketch a complete Free Body Diagram (FBD) for the beam with clearly shows the
all forces/moment involved. From the FBD, determine the equation of force for
member AB, PAB and also the critical force, Per,x and Pery associated with member
АВ.
(b)
Assume that the factor of safety with respect to buckling is 2.0 and the column is
made of Steel Alloys with structural A992, determine the uniformly distributed load,
w that can be applied onto beam BC without causing a column AB to buckle.
Transcribed Image Text:Q1 A horizontal beam BC is subjected to uniformly distributed load, w and at the same time it is supported at end B by a column AB (diameter of 50 mm) as shown in Figure Q1. Assume that all bars are pin-connected. (а) Sketch a complete Free Body Diagram (FBD) for the beam with clearly shows the all forces/moment involved. From the FBD, determine the equation of force for member AB, PAB and also the critical force, Per,x and Pery associated with member АВ. (b) Assume that the factor of safety with respect to buckling is 2.0 and the column is made of Steel Alloys with structural A992, determine the uniformly distributed load, w that can be applied onto beam BC without causing a column AB to buckle.
y
B
L = 5m
|L = 2m
Figure Q1
Transcribed Image Text:y B L = 5m |L = 2m Figure Q1
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