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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)

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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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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