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5. Select Structural Spruce-Pine-Fir will be used in a location where the moisture content will exceed 19% for an extended time period. The member is a 2x6,sawn lumber spaced 20" O.C., subjected to a given dead load and snow load. More than 5 such members will be used together as the floor beams and connected through roof sheathing. Take C₁ = 1.0. (a) Please determine the adjusted design values for Fb', and the CM factor and the Cp factor used in the calculation of F

5. Select Structural Spruce-Pine-Fir will be used in a location where the moisture content will exceed 19% for an extended time period. The member is a 2x6,sawn lumber spaced 20" O.C., subjected to a given dead load and snow load. More than 5 such members will be used together as the floor beams and connected through roof sheathing. Take C₁ = 1.0. (a) Please determine the adjusted design values for Fb', and the CM factor and the Cp factor used in the calculation of F

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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(b) For the member above, please calculate the adjusted design values Fv', Fe', and E'.
Transcribed Image Text:(b) For the member above, please calculate the adjusted design values Fv', Fe', and E'.
5. Select Structural Spruce-Pine-Fir will be used in a location where the moisture content will exceed 19% for an extended time period. The member is a 2x6,sawn lumber spaced 20" O.C., subjected to a given dead load and snow load. More than 5 such members will be used together as the floor beams and connected through roof sheathing. Take CL = 1.0. (a) Please determine the adjusted design values for Fb', and the CM factor and the Cp factor used in the calculation of Fb'
Transcribed Image Text:5. Select Structural Spruce-Pine-Fir will be used in a location where the moisture content will exceed 19% for an extended time period. The member is a 2x6,sawn lumber spaced 20" O.C., subjected to a given dead load and snow load. More than 5 such members will be used together as the floor beams and connected through roof sheathing. Take CL = 1.0. (a) Please determine the adjusted design values for Fb', and the CM factor and the Cp factor used in the calculation of Fb'
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