2.A statically determinate pin-jointed truss system is shown in Figure Q3. The member sizesare 50 mm x 75 mm, assuming strength group of timber in SG4 with standard grade and themoisture content is 16%. Assume load sharing and the loads are permanently imposed tothe truss. Determine the applied axial forces in member AF and evaluate the slendernessratio of the member.2 m2 mB10 kN/m2mFigure Q3EC2m

To find:- applied axial force in member AF

are 50 mm x 75 mm, assuming strength group of timber in SG4 with standard grade and th moisture content is 16%. Assume load sharing and the loads are permanently imposed the truss. Determine the applied axial forces in member AF and evaluate the slenderne ratio of the member. F E

are 50 mm x 75 mm, assuming strength group of timber in SG4 with standard grade and th moisture content is 16%. Assume load sharing and the loads are permanently imposed the truss. Determine the applied axial forces in member AF and evaluate the slenderne ratio of the member. F E

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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Question

2.
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.
2 m
2 m
B
10 kN/m
2m
Figure Q3
E
C
2m

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