Calculate the internal resultant loadings (normal and shear forces and bending moment) at the midpoints of segment CD and BD.
Calculate the internal resultant loadings (normal and shear forces and bending moment) at the midpoints of segment CD and BD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:The frame shown in Figure 3.1 has internal pins at points B, C and D and is supported by a pin at
point A and a roller at point E. The loading consists of two concentrated loads and a point moment,
as shown in the figure.
b) Calculate the internal resultant loadings (normal and shear forces and bending moment) at
the midpoints of segment CD and BD.
A
6 in.
B
-9
-9
in. →✦9 in. →✦9 in. →|
500 lb
700 lb
-9 in.
D
E
Figure 3.1 - Compound Frame
2 kip-in
12 in.
12 in.
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