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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:QUESTION 3
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.
Transcribed Image Text:L
M
Bolts in standard clearance holes in
M
line along the angle.
L-M =3.5 m
Figure 3
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