2 kN 4 kN 1.5 kN Situation 1 Moving load is to pass through the bridge coming from the left. Assume the loads are applied directly to the truss and move only to the right. 3n 2m 1. Compute the max ordinate of the influence line for the G stress of member BG. 4m a. -0.425 c. -0.625 Compute the distance of b. -0.525 d. -0.730 B D 2. the 2 kN from joint A to 4 @ 3 = 12m develop the max compressive stress of member BG of the truss. b. 7m d. 5m a. 6m c. 8m Compute the max compressive force developed in member BG of the truss due 3. to the moving loads. a.-2.33 kN b. -2.361 kN c. -2.55 kN d. -2.66 kN
2 kN 4 kN 1.5 kN Situation 1 Moving load is to pass through the bridge coming from the left. Assume the loads are applied directly to the truss and move only to the right. 3n 2m 1. Compute the max ordinate of the influence line for the G stress of member BG. 4m a. -0.425 c. -0.625 Compute the distance of b. -0.525 d. -0.730 B D 2. the 2 kN from joint A to 4 @ 3 = 12m develop the max compressive stress of member BG of the truss. b. 7m d. 5m a. 6m c. 8m Compute the max compressive force developed in member BG of the truss due 3. to the moving loads. a.-2.33 kN b. -2.361 kN c. -2.55 kN d. -2.66 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2 kN
4 kN
1.5 kN
Situation 1 Moving load is to pass through the bridge
coming from the left. Assume the loads are applied directly
to the truss and move only to the right.
3n
2m
1. Compute the max ordinate of the influence line for the
G
stress of member BG.
4m
a. -0.425
c. -0.625
Compute the distance of
b. -0.525
d. -0.730
B
D
2.
the 2 kN
from joint A
to
4 @ 3 = 12m
develop the max compressive stress of member BG of the truss.
b. 7m
d. 5m
a. 6m
c. 8m
Compute the max compressive force developed in member BG of the truss due
3.
to the moving loads.
a.-2.33
kN
b. -2.361 kN
c. -2.55
kN
d. -2.66 kN
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