Question 2 ➡ Listen ▶ Find the internal moment at point E for the given figure 1.5 m 1.5 m D 2 kN-m 6 kN-m -2 kN-m -4 kN-m -6 kN-m 00 1.5 m -1.5 m -1.5 m E -1.5 m- 4 kN Im 4 kN B B Select all that apply. For the two-force member rod D-C in the figure below, select all the true statements regarding the internal forces and moments: At any point along the member, internal shear force is a non-zero value At any point along the member, internal shear force is zero At any point along the member, internal normal force is a non-zero value At any point along the member, internal normal force is zero At any point along the member, internal moment is zero
Question 2 ➡ Listen ▶ Find the internal moment at point E for the given figure 1.5 m 1.5 m D 2 kN-m 6 kN-m -2 kN-m -4 kN-m -6 kN-m 00 1.5 m -1.5 m -1.5 m E -1.5 m- 4 kN Im 4 kN B B Select all that apply. For the two-force member rod D-C in the figure below, select all the true statements regarding the internal forces and moments: At any point along the member, internal shear force is a non-zero value At any point along the member, internal shear force is zero At any point along the member, internal normal force is a non-zero value At any point along the member, internal normal force is zero At any point along the member, internal moment is zero
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Question 2
✔ Listen ▶
Find the internal moment at point E for the given figure
1.5 m
2 kN-m
6 kN-m
-2 kN-m
-4 kN-m
-6 kN-m
1.5 m
1.5 m
-1.5 m-
-1.5 m
E
-1.5 m-
4 kN
Im
4 kN₁
B
- B
Select all that apply. For the two-force member rod D-C in the figure below, select
all the true statements regarding the internal forces and moments:
At any point along the member, internal shear force is a non-zero value
At any point along the member, internal shear force is zero
At any point along the member, internal normal force is a non-zero value
At any point along the member, internal normal force is zero
At any point along the member, internal moment is zero
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