Need help on identifying the main load-carrying members in the bridge truss system including their connections and group them appropriately.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Need help on identifying the main load-carrying members in the bridge truss system including their connections and group them appropriately. 

 

The permanent actions due to the various bridge components are as follows: Self-weight of each
steel truss including its bracing and vertical members = 1.8 kN/m; Lightweight concrete deck
floor system including its bracing members = 1.2 kPa.
The imposed action due to pedestrian and bicycle traffic can be taken as 2.0 kPa.
Transcribed Image Text:The permanent actions due to the various bridge components are as follows: Self-weight of each steel truss including its bracing and vertical members = 1.8 kN/m; Lightweight concrete deck floor system including its bracing members = 1.2 kPa. The imposed action due to pedestrian and bicycle traffic can be taken as 2.0 kPa.
Figure 1: Steel Bridge Truss System
4 m
4 m
4 m
4 m
4 m
4 m
4 m
4 m
4 m
32 m
200 UB 18.2
Lateral braces
y
Figure 2: Schematic Diagram
Transcribed Image Text:Figure 1: Steel Bridge Truss System 4 m 4 m 4 m 4 m 4 m 4 m 4 m 4 m 4 m 32 m 200 UB 18.2 Lateral braces y Figure 2: Schematic Diagram
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