The figure shows a wall construction plan.Building Code:NDS: National Design Specification for Wood Construction ASD/LRFD, 2012 edition andNational Design Specification Supplement, Design Values for Wood Construction, 2012 edition.Material:Douglas Fir-Larch #2Assumptions:The gypsum board provides stud weak axis bracing.CD = 1.6CM 1.0CT = 1.0CF = 1.15C₁ = 1.00Cp = 0.33 strong axisCp 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)4,300GYPSUM BOARD-2x4@16 in. O.C. - 8 ft HIGH

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Answered: Using allowable stress design, the…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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