Draw the free body diagram of the bridge then determine the reaction forces in following simply supported beams. F= 100 KN F- 200 I--- 3m 4m 9m 8m 4m 4m Figure 1 Bridge Layout At a constant time, a 32m bridge was supported by two diagonal wire-cable at the both ends. It has a car and truck passing over it, weighing 8 kN and 16 kN respectively. There is also a traffic light and barrier structure at one point, weighing 10kN. Your task is to model the bridge as a beam; the vehicles weight should be considered as uniformly distributed loads and the barrier as a

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter6: Beams And Cables
Section: Chapter Questions
Problem 6.64P: The two main cables of the Akashi Kaikyo suspension bridge in Japan have a span L=1990m and a sag...
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Draw the free body diagram of the bridge then determine the reaction forces in following simply
supported beams.
F= 100 KN
F 200 K
30°
---
.-----
3m
4m
9m
8m
4m
4m
Figure 1 Bridge Layout
At a constant time, a 32m bridge was supported by two diagonal wire-cable at the both ends. It
has a car and truck passing over it, weighing 8 kN and 16 kN respectively. There is also a traffic
light and barrier structure at one point, weighing 10kN. Your task is to model the bridge as a
beam; the vehicles weight should be considered as uniformly distributed loads and the barrier as a
point load.
Transcribed Image Text:Draw the free body diagram of the bridge then determine the reaction forces in following simply supported beams. F= 100 KN F 200 K 30° --- .----- 3m 4m 9m 8m 4m 4m Figure 1 Bridge Layout At a constant time, a 32m bridge was supported by two diagonal wire-cable at the both ends. It has a car and truck passing over it, weighing 8 kN and 16 kN respectively. There is also a traffic light and barrier structure at one point, weighing 10kN. Your task is to model the bridge as a beam; the vehicles weight should be considered as uniformly distributed loads and the barrier as a point load.
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