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The loaded timber truss shown in 2 is supported on a pin at B and a roller at E and are spaced at 1.2 m centres and support concentrated design loads at the node points as indicated. Verify the suitability of the members GD and CD of the truss. Data: Timber: European whitewood Grade SS Timber Service Class 2 Strength Class C30 Gusset plates: Finnish, birch-faced plywood glued/nailed to each side of single members. Bottom chord = 50 mm x 100 mm Diagonal member = 50 mm x 75 mm Assume that the variable load is medium-term. Assume the roof construction is continuous over at least two spans. Hint: Determine the member design compression/tension force using method of section. A 50 kN 12 kN B H 1.5 m 0 4 m 80 kN с -30 kN 40 kN 1 m B.C -20 kN 4 m Ꭰ E 1.5 m 2 m

The loaded timber truss shown in 2 is supported on a pin at B and a roller at E and are spaced at 1.2 m centres and support concentrated design loads at the node points as indicated. Verify the suitability of the members GD and CD of the truss. Data: Timber: European whitewood Grade SS Timber Service Class 2 Strength Class C30 Gusset plates: Finnish, birch-faced plywood glued/nailed to each side of single members. Bottom chord = 50 mm x 100 mm Diagonal member = 50 mm x 75 mm Assume that the variable load is medium-term. Assume the roof construction is continuous over at least two spans. Hint: Determine the member design compression/tension force using method of section. A 50 kN 12 kN B H 1.5 m 0 4 m 80 kN с -30 kN 40 kN 1 m B.C -20 kN 4 m Ꭰ E 1.5 m 2 m

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.13.1P
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Please solve under Mansory and Timber Design.

The loaded timber truss shown in 2 is supported on a pin at B and a roller at E and are spaced at 1.2 m centres and support concentrated design loads at the node points as indicated. Verify the suitability of the members GD and CD of the truss. Data: Timber: European whitewood Grade SS Timber Service Class 2 Strength Class C30 Gusset plates: Finnish, birch-faced plywood glued/nailed to each side of single members. Bottom chord = 50 mm x 100 mm Diagonal member = 50 mm x 75 mm Assume that the variable load is medium-term. Assume the roof construction is continuous over at least two spans. Hint: Determine the member design compression/tension force using method of section. A 50 kN 12 kN B H 1.5 m 0 4 m 80 kN с -30 kN 40 kN 1 m B.C -20 kN 4 m Ꭰ E 1.5 m 2 m
Transcribed Image Text:The loaded timber truss shown in 2 is supported on a pin at B and a roller at E and are spaced at 1.2 m centres and support concentrated design loads at the node points as indicated. Verify the suitability of the members GD and CD of the truss. Data: Timber: European whitewood Grade SS Timber Service Class 2 Strength Class C30 Gusset plates: Finnish, birch-faced plywood glued/nailed to each side of single members. Bottom chord = 50 mm x 100 mm Diagonal member = 50 mm x 75 mm Assume that the variable load is medium-term. Assume the roof construction is continuous over at least two spans. Hint: Determine the member design compression/tension force using method of section. A 50 kN 12 kN B H 1.5 m 0 4 m 80 kN с -30 kN 40 kN 1 m B.C -20 kN 4 m Ꭰ E 1.5 m 2 m
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