A statically determinate pin-jointed truss system is shown in Figure Q3. The member sizes are 50 mm x 75 mm, assuming strength group of timber in SG4 with standard grade and the moisture content is 16%. Assume load sharing and the loads are permanently imposed to the truss. Determine the applied axial forces in member AF and evaluate the slenderness ratio of the member. 2m 2m n 10 kN/m 2m 2m
A statically determinate pin-jointed truss system is shown in Figure Q3. The member sizes are 50 mm x 75 mm, assuming strength group of timber in SG4 with standard grade and the moisture content is 16%. Assume load sharing and the loads are permanently imposed to the truss. Determine the applied axial forces in member AF and evaluate the slenderness ratio of the member. 2m 2m n 10 kN/m 2m 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A statically determinate pin-jointed truss system is shown in Figure Q3. The member sizes
are 50 mm x 75 mm, assuming strength group of timber in SG4 with standard grade and the
moisture content is 16%. Assume load sharing and the loads are permanently imposed to
the truss. Determine the applied axial forces in member AF and evaluate the slenderness
ratio of the member.
2m
2m
10 kN/m
2m
2m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff8a723bb-1221-4eac-b0d1-5238b9765bd0%2F8f7586df-521a-4c97-b86e-3d56e22116de%2F3b92ygl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A statically determinate pin-jointed truss system is shown in Figure Q3. The member sizes
are 50 mm x 75 mm, assuming strength group of timber in SG4 with standard grade and the
moisture content is 16%. Assume load sharing and the loads are permanently imposed to
the truss. Determine the applied axial forces in member AF and evaluate the slenderness
ratio of the member.
2m
2m
10 kN/m
2m
2m
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