Determining Ultimate Shear Stress in Glued Joints

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Discussion Overview

The discussion revolves around determining the dimension X at which a glued joint will fail under ultimate shear stress conditions. The context includes concepts from mechanics and structural analysis, particularly focusing on shear stress in glued joints and the forces acting on an inclined member.

Discussion Character

  • Homework-related
  • Mathematical reasoning

Main Points Raised

  • One participant presents an equation for shear stress but later acknowledges it as incorrect, indicating uncertainty in the formulation.
  • Participants discuss the forces acting at points A and B, with one noting the assumption of a frictionless wall.
  • There is a calculation presented for the force at point A in the X direction, which is stated to be 4200 lbs based on the ultimate shear stress.
  • Another participant suggests summing moments about point A to solve for dimension X, indicating a method to approach the problem.
  • A participant reminds others of forum rules regarding homework questions, emphasizing the need to show work and list relevant equations.

Areas of Agreement / Disagreement

Participants express uncertainty regarding the correct equations and methods to apply, and there is no consensus on how to proceed with the problem. Multiple viewpoints on the approach to solving the problem are present.

Contextual Notes

There are unresolved mathematical steps and assumptions regarding the forces acting on the system, particularly concerning the normal force and the frictionless condition of the wall.

Who May Find This Useful

This discussion may be useful for students or individuals studying mechanics, particularly those interested in shear stress and structural analysis in glued joints.

williamx11373
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http://s44.photobucket.com/albums/f46/maximus11373/?action=view&current=w-1.jpg&newest=1



An inclined member is braced with a glued block, as shown. The ultimate shear stress in the glued joint is 1050 psi. Determine the dimension X at which the glued joint will fail.


I know that


-shearstress= (Pressure x length) dived by (Area x modulus of elasticity)


- At point A there is X forces and Y forces, at point B there is Normal Force.


-Pressure max = (Shearstress X Area)


------------

so far i know that Force at A in the X direction is 1050x (2x2) = 4200 lbs



other than that I am stuck and i don't know where to start...any help would be appreciated.
 
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williamx11373 said:
http://s44.photobucket.com/albums/f46/maximus11373/?action=view&current=w-1.jpg&newest=1



An inclined member is braced with a glued block, as shown. The ultimate shear stress in the glued joint is 1050 psi. Determine the dimension X at which the glued joint will fail.


I know that


-shearstress= (Pressure x length) dived by (Area x modulus of elasticity)
wrong equation
- At point A there is X forces and Y forces, at point B there is Normal Force.
yes, assuming the wall is frictionless
-Pressure max = (Shearstress X Area)
max average shear force = max shear stress x Area
------------

so far i know that Force at A in the X direction is 1050x (2x2) = 4200 lbs
Yes, good
other than that I am stuck and i don't know where to start...any help would be appreciated.
What must be the normal force on the ladder from the wall? Then try summing moments about A (must be equal to 0) to solve for X.
 
Is there anyone out there that could help with this problem
 
GreenwoodSpur: Someone did, above, in post 2. Regardless, the PF rules for homework questions state you must list relevant equations yourself, and show your work. And then someone might check your math. (See PF rules link at the top of each page.)
 

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