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A bridge truss is to be built as shown in Figure 3. From the analysis, internal member LM is subjected to a compressive design force of 112 kN. Check the adequacy of the member if a single angle section of 200 x 150 x 18L S275 is used. The long leg of the section is connected to a 12 mm thick gusset plate and diameter of bolts is 16mm.

A bridge truss is to be built as shown in Figure 3. From the analysis, internal member LM is subjected to a compressive design force of 112 kN. Check the adequacy of the member if a single angle section of 200 x 150 x 18L S275 is used. The long leg of the section is connected to a 12 mm thick gusset plate and diameter of bolts is 16mm.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A bridge truss is to be built as shown in Figure 3. From the analysis, internal member LM is subjected to a compressive design force of 112 kN. Check the adequacy of the member if a single angle section of 200 x 150 x 18L S275 is used. The long leg of the section is connected to a 12 mm thick gusset plate and diameter of bolts is 16 mm. L Bolts in standard clearance holes in line along the angle. L-M=3.5m Figure 3 M M
Transcribed Image Text:A bridge truss is to be built as shown in Figure 3. From the analysis, internal member LM is subjected to a compressive design force of 112 kN. Check the adequacy of the member if a single angle section of 200 x 150 x 18L S275 is used. The long leg of the section is connected to a 12 mm thick gusset plate and diameter of bolts is 16 mm. L Bolts in standard clearance holes in line along the angle. L-M=3.5m Figure 3 M M
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