Engineering problem on lateral force to a simple portal frame

In summary, the conversation discussed a single story single bay building model with fixed fixed columns and a rigid beam. The dimensions of the aluminum columns and plexiglas beams were given, and the task was to determine the lateral stiffness, maximum load that the columns can withstand without yielding, and corresponding deflection. The solution attempt used the equations for lateral stiffness, moment, and deflection, but further clarification and organized calculations are needed to fully support the answers.
  • #1
SamuelGompers
1
0

Homework Statement


A single story single bay building model has fixed fixed columns and a rigid beam. the total length of each aluminum column is 24 in. tall by 4 in wide and 32/1000 in thick. the plexiglas beams used for the base and top story are 12 in wide 4 in deep and .5 in thick.

a. Determine the lateral stiffness

b. Determine the maximum load V that can be applied at the top of the frame so that the columns do not yield

c. What is the corresponding deflection that the frame can withstand

Homework Equations


k=(12EI)/L3
I=(bh3)/12
σ=33 ksi
σ=(M(thickness/2))/I
M=V(x)-V(L/2)
E=10.4x106 psi

The Attempt at a Solution


I=1.09x10-5 in.4
k=.197 lb/in.
so this is the answer to a.
M=22.48 per beam
so total MT[/SUB=45 lb in.
V=3.74 lb
so this is the answer to b
Δ=20.95 in
answer to c
 
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  • #2


Thank you for your post. I would like to offer some feedback on your solution attempt.

Firstly, for part a, it would be helpful to include the units for the lateral stiffness (k). It appears that you have calculated it in units of lb/in, which is correct. Additionally, it would be helpful to include the total length of the columns (L) in your calculation, as it is necessary for the formula you have used.

For part b, it is important to clarify what you mean by "per beam." Are you referring to the maximum bending moment on each beam, or the total bending moment on all beams? Additionally, it would be helpful to see your calculations for determining the maximum load (V) that can be applied at the top of the frame without yielding.

For part c, the units for deflection (Δ) should be in inches, not in. Additionally, it would be helpful to see your calculations for determining the corresponding deflection that the frame can withstand.

Overall, it appears that you have used the correct formulas and units in your solution attempt. However, it would be helpful to provide more detailed and organized calculations to fully support your answers. It is also important to clearly define any variables or terms that you use in your calculations. I hope this feedback helps you in your problem-solving process. Good luck!
 

Related to Engineering problem on lateral force to a simple portal frame

1. What is a lateral force in a simple portal frame?

A lateral force is a horizontal force that acts perpendicular to the vertical axis of the portal frame. It is typically caused by wind or seismic activity and can put stress on the frame, potentially causing it to buckle or collapse.

2. How do engineers calculate lateral force on a simple portal frame?

Engineers use mathematical equations and computer simulations to calculate the lateral force on a simple portal frame. This involves considering factors such as wind speed, building height, and the strength and stability of the frame itself.

3. What are the main challenges of designing for lateral forces in a simple portal frame?

The main challenges of designing for lateral forces in a simple portal frame include ensuring the frame is strong enough to withstand the force, while also being flexible enough to withstand potential movement without collapsing. Additionally, engineers must consider the cost and aesthetics of the design.

4. Are there any design strategies for minimizing the impact of lateral forces on a simple portal frame?

Yes, there are several design strategies that can help minimize the impact of lateral forces on a simple portal frame. These include using diagonal bracing, increasing the depth of the frame's members, and incorporating elements such as shear walls or moment-resisting frames.

5. How do engineers test the strength and stability of a simple portal frame against lateral forces?

Engineers use a combination of physical testing and computer simulations to evaluate the strength and stability of a simple portal frame against lateral forces. Physical tests may involve applying force to a scaled model of the frame, while computer simulations use mathematical models to simulate the effects of lateral forces on the frame.

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