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Using allowable stress design, the maximum vertical load (lb) per stud is most nearly: (A) 2,700 (B) 3,300 3,700 4,300 (D)

Using allowable stress design, the maximum vertical load (lb) per stud is most nearly: (A) 2,700 (B) 3,300 3,700 4,300 (D)

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.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.4.1P
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The figure shows a wall construction plan. Building Code: NDS: National Design Specification for Wood Construction ASD/LRFD, 2012 edition and National Design Specification Supplement, Design Values for Wood Construction, 2012 edition. Material: Douglas Fir-Larch #2 Assumptions: The gypsum board provides stud weak axis bracing. CD = 1.6 CM 1.0 CT = 1.0 CF = 1.15 C₁ = 1.00 Cp = 0.33 strong axis Cp 1.0 weak axis = Using allowable stress design, the maximum vertical load (lb) per stud is most nearly: (A) 2,700 (B) 3,300 (C) 3,700 (D) 4,300 GYPSUM BOARD -2x4@16 in. O.C. - 8 ft HIGH
Transcribed Image Text:The figure shows a wall construction plan. Building Code: NDS: National Design Specification for Wood Construction ASD/LRFD, 2012 edition and National Design Specification Supplement, Design Values for Wood Construction, 2012 edition. Material: Douglas Fir-Larch #2 Assumptions: The gypsum board provides stud weak axis bracing. CD = 1.6 CM 1.0 CT = 1.0 CF = 1.15 C₁ = 1.00 Cp = 0.33 strong axis Cp 1.0 weak axis = Using allowable stress design, the maximum vertical load (lb) per stud is most nearly: (A) 2,700 (B) 3,300 (C) 3,700 (D) 4,300 GYPSUM BOARD -2x4@16 in. O.C. - 8 ft HIGH
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