2. The truss in the figure has a 2x6 lower chord of Select Structural grade Redwood. The loadsshown are the result of D= 30 psf and S= 40 psf. The members are attached using a singlerow of 4-in diameter fasteners each. CM= 1.0, Ct= 1.0. Members are assumed to be pinconnected and the trusses are spaced 5 ft on center. Check the tension in the member usingthe ASD design method..124@5' 20'

Answered: Image /qna-images/answer/4e684dcb-040d-4e40-968e-0d3a3f8384a4.jpg

2. The truss in the figure has a 2x6 lower chord of Select Structural grade Redwood. The loads shown are the result of D= 30 psf and S= 40 psf. The members are attached using a single row of -in diameter fasteners each. CM= 1.0, Ct= 1.0. Members are assumed to be pin connected and the trusses are spaced 5 ft on center. Check the tension in the member using the ASD design method.. 12 4@5' 2o'

2. The truss in the figure has a 2x6 lower chord of Select Structural grade Redwood. The loads shown are the result of D= 30 psf and S= 40 psf. The members are attached using a single row of -in diameter fasteners each. CM= 1.0, Ct= 1.0. Members are assumed to be pin connected and the trusses are spaced 5 ft on center. Check the tension in the member using the ASD design method.. 12 4@5' 2o'

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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