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The built-up beam wooden åbövé is sub) shown. Assume that the beam dimensions are drawn to scale. Also assume that the nails attaching the three pieces of the cross-section allow it to act as a single member. Which of the following best explains why we cannot analyze the shear stresses in this beam with the techniques covered in this class (at least, so far)? The shear force is not "transverse" O Wood cannot be loaded perpendicular to the grain The shear force is not acting along a line of symmetry of the cross-section

The built-up beam wooden åbövé is sub) shown. Assume that the beam dimensions are drawn to scale. Also assume that the nails attaching the three pieces of the cross-section allow it to act as a single member. Which of the following best explains why we cannot analyze the shear stresses in this beam with the techniques covered in this class (at least, so far)? The shear force is not "transverse" O Wood cannot be loaded perpendicular to the grain The shear force is not acting along a line of symmetry of the cross-section

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 built-up beam wooden above is subjected to a horizontal shear force, V, as shown. Assume that the beam dimensions are drawn to scale. Also assume that the nails attaching the three pieces of the cross-section allow it to act as a single member. Which of the following best explains why we cannot analyze the shear stresses in this beam with the techniques covered in this class (at least, so far)? The shear force is not "transverse" O Wood cannot be loaded perpendicular to the grain The shear force is not acting along a line of symmetry of the cross-section We can only deal with vertical shear forces
Transcribed Image Text:The built-up beam wooden above is subjected to a horizontal shear force, V, as shown. Assume that the beam dimensions are drawn to scale. Also assume that the nails attaching the three pieces of the cross-section allow it to act as a single member. Which of the following best explains why we cannot analyze the shear stresses in this beam with the techniques covered in this class (at least, so far)? The shear force is not "transverse" O Wood cannot be loaded perpendicular to the grain The shear force is not acting along a line of symmetry of the cross-section We can only deal with vertical shear forces
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