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Part 1: Consider the warren truss below, assume all members are pin connected and use W8x13 for member section. The span of truss is 6x12 ft and the height is 16 ft. The truss is subjected to point loads of 20 kips @node B, C, D, E and F. H Port 1 e: Use the virtual work method to calculato vertical deflection of nodo R. Cand D

Part 1: Consider the warren truss below, assume all members are pin connected and use W8x13 for member section. The span of truss is 6x12 ft and the height is 16 ft. The truss is subjected to point loads of 20 kips @node B, C, D, E and F. H Port 1 e: Use the virtual work method to calculato vertical deflection of nodo R. Cand D

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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Answer part 1a please
**Part 1:** Consider the Warren truss below. Assume all members are pin-connected and use W8x13 for the member section. The span of the truss is 6x12 ft, and the height is 16 ft. The truss is subjected to point loads of 20 kips at nodes B, C, D, E, and F. *Diagram Explanation:* The diagram displays a Warren truss composed of upper and lower chords, with vertical and diagonal members connecting the various nodes. The nodes are labeled from A to G horizontally and H to L on the top chord. At each node (B, C, D, E, F), a downward point load of 20 kips is applied. The supports are at nodes A and G, each represented by a small rectangle indicating pinned supports. **Part 1.a:** Use the virtual work method to calculate the vertical deflection of nodes B, C, and D.
Transcribed Image Text:**Part 1:** Consider the Warren truss below. Assume all members are pin-connected and use W8x13 for the member section. The span of the truss is 6x12 ft, and the height is 16 ft. The truss is subjected to point loads of 20 kips at nodes B, C, D, E, and F. *Diagram Explanation:* The diagram displays a Warren truss composed of upper and lower chords, with vertical and diagonal members connecting the various nodes. The nodes are labeled from A to G horizontally and H to L on the top chord. At each node (B, C, D, E, F), a downward point load of 20 kips is applied. The supports are at nodes A and G, each represented by a small rectangle indicating pinned supports. **Part 1.a:** Use the virtual work method to calculate the vertical deflection of nodes B, C, and D.
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