Strength of Materials Stress Question

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Discussion Overview

The discussion revolves around a homework problem related to the strength of materials, specifically focusing on calculating dimensions for a timber truss to ensure that the average shearing stress does not exceed a specified limit. Participants are exploring concepts of shear force, cross-sectional area, and dimensions relevant to the problem.

Discussion Character

  • Homework-related
  • Technical explanation
  • Conceptual clarification

Main Points Raised

  • One participant presents a homework statement involving a timber truss and seeks to determine the dimension "a" to limit shearing stress to 2.25 MPa.
  • Another participant questions the horizontal force at the joint and the appropriate shear area for calculating shear stress.
  • A participant calculates the horizontal force in the bottom chord as equal to the tension in member AB, which they state is 12 kN, but expresses uncertainty about this value.
  • There is confusion regarding the cross-sectional area, with participants discussing the dimensions of the timber truss and clarifying that the specified dimensions refer to width and depth.
  • Clarifications are made regarding the meaning of dimension "a" and its relation to the shear area in the context of the problem.

Areas of Agreement / Disagreement

Participants generally agree on the dimensions of the timber truss and the interpretation of the cross-sectional area, but there remains uncertainty regarding the calculation of shear force and the correctness of the tension value. The discussion does not reach a consensus on these calculations.

Contextual Notes

Participants express uncertainty about the values used in calculations and the definitions of dimensions, indicating that assumptions about the geometry and forces involved may not be fully resolved.

coolguy16
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Homework Statement


Member AD of the timber truss (shown in attachment) is framed into the 100 x 150 mm bottom chord ABC as shown in the insert. Determine the dimension "a" that must be used if the average shearing stress parallel to the grain at the ends of chord ABC is not to exceed 2.25 MPa.

Homework Equations

The Attempt at a Solution


T=V/A
I found the tension in AB to be 12 kN and the tension in AD to be -15 kN. I'm confused on how to find V and the cross section area? What would the thickness be of the the bottom chord according to this figure? Thanks.
 

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Negative tension is compression. What is the horizontal force at the joint tending to shear (horizontally tear at the notch ) the bottom chord over the width a? What is the shear area you should use to calculate the shear stress ?
 
Hey thanks for replying. The horizontal force of the bottom chord would be equal to the tension of AB which would be 12kN. So summing the forces in the y-direction,
∑Fy = V = 12 kN. (I'm not sure if this value is correct.) I still do not understand the cross sectional area. The question states that the timber truss is framed into a 100 x 150 mm bottom chord but the diagram shows 100 mm and 50 mm. I'm not sure which number represents the width or depth. Can you please explain this part to me? Thanks.
 
coolguy16 said:
Hey thanks for replying. The horizontal force of the bottom chord would be equal to the tension of AB which would be 12kN. So summing the forces in the y-direction,
∑Fy = V = 12 kN. (I'm not sure if this value is correct.) I still do not understand the cross sectional area. The question states that the timber truss is framed into a 100 x 150 mm bottom chord but the diagram shows 100 mm and 50 mm. I'm not sure which number represents the width or depth. Can you please explain this part to me? Thanks.
If you look at the detail of the joint carefully, you'll see that the total depth of the member is 100 mm + 50 mm = 150 mm from top to bottom.

Since the timber is specified as being 150 mm × 100 mm, this implies that the width of bottom chord is 100 mm.
 
So 100 x 150 -mm is referring to width x depth, thus the cross section would be a x width?
 
Just to clarify, does the "a" represent the length from the timber truss parallel to the grain?
 
coolguy16 said:
Just to clarify, does the "a" represent the length from the timber truss parallel to the grain?
The dimension a is as shown. Shear area is area in the same plane as shear force.
 
Alright thanks for the help.
 

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