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A 3 x 8 member in a diaphragm resists a tension force caused by the lateral wind pressure. Lumber is Select Structural DF-L. A single line of 7/8 in. diameter bolts is used to make the connection of the member to the diaphragm. Ču = 1.0, C. = 1.0, and C = 1.0. Find: a. The maximum axial tension load using ASD. b. The factored axial tension capacity using LRFD. Hint: This is a horizontal member with sheathing on top. Thỉnk carefully about orientation when computing the net area.

A 3 x 8 member in a diaphragm resists a tension force caused by the lateral wind pressure. Lumber is Select Structural DF-L. A single line of 7/8 in. diameter bolts is used to make the connection of the member to the diaphragm. Ču = 1.0, C. = 1.0, and C = 1.0. Find: a. The maximum axial tension load using ASD. b. The factored axial tension capacity using LRFD. Hint: This is a horizontal member with sheathing on top. Thỉnk carefully about orientation when computing the net area.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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A 3 x 8 member in a diaphragm resists a tension force caused by the lateral wind pressure. Lumber is Select Structural DF-L. A single line of 7/8 in. diameter bolts is used to make the connection of the member to the diaphragm. Cu = 1.0, C = 1.0, and C = 1.0. Find: a. The maximum axial tension load using ASD. b. The factored axial tension capacity using LRFD. Hint: This is a horizontal member with sheathing on top. Think carefully about orientation when computing the net area.
Transcribed Image Text:A 3 x 8 member in a diaphragm resists a tension force caused by the lateral wind pressure. Lumber is Select Structural DF-L. A single line of 7/8 in. diameter bolts is used to make the connection of the member to the diaphragm. Cu = 1.0, C = 1.0, and C = 1.0. Find: a. The maximum axial tension load using ASD. b. The factored axial tension capacity using LRFD. Hint: This is a horizontal member with sheathing on top. Think carefully about orientation when computing the net area.
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