Math Problem Statement

Batang-batang pada rangka batang (truss) yang ditunjukkan pada gambar di bawah ini memiliki luas penampang lintang yang sama yakni 8 mm². Jika tegangan normal maksimum rata-rata pada batang AB dan CB tidak boleh melebihi 140 MPa, tentukan besar beban P maksimal yang dapat diterapkan pada rangka batang ini.

Solution

The problem you provided is about calculating the maximum load PP that can be applied to a truss structure, given the cross-sectional area of the truss members and a maximum allowable normal stress.

Here's a step-by-step explanation of how to solve it:

Problem Details:

  • The truss members have a cross-sectional area of A=8mm2A = 8 \, \text{mm}^2.
  • The maximum allowable normal stress in members ABAB and CBCB is σmax=140MPa\sigma_{\text{max}} = 140 \, \text{MPa}.
  • We need to calculate the maximum load PP that can be applied, while ensuring the stress in the members ABAB and CBCB does not exceed the limit.

Approach:

  1. Convert stress and area to consistent units: A=8mm2=8×106m2A = 8 \, \text{mm}^2 = 8 \times 10^{-6} \, \text{m}^2 σmax=140MPa=140×106Pa\sigma_{\text{max}} = 140 \, \text{MPa} = 140 \times 10^6 \, \text{Pa}

  2. Force in members ABAB and CBCB: The normal stress σ\sigma in any member is given by: σ=FA\sigma = \frac{F}{A} Rearranging for FF (the force in a truss member): F=σA=(140×106)×(8×106)=1120NF = \sigma \cdot A = (140 \times 10^6) \times (8 \times 10^{-6}) = 1120 \, \text{N}

  3. Using Method of Joints: You can now analyze the forces in the truss members by using the Method of Joints. At joint BB, you'll have vertical and horizontal components of forces. The trigonometry and geometry of the structure (not fully visible in the image) will help break the forces into components and solve for the external load PP in terms of these forces.

  4. Find maximum PP: Using equilibrium equations ΣFx=0\Sigma F_x = 0 and ΣFy=0\Sigma F_y = 0, the relationship between PP and the forces in ABAB and CBCB will allow you to determine the maximum PP.

Would you like a full solution with detailed equilibrium equations, or do you have any specific part you'd like help with?

Related Questions:

  1. What is the role of normal stress in structural design?
  2. How does the method of joints help in analyzing trusses?
  3. How do you convert between units of stress (MPa to Pa)?
  4. What are common methods to analyze trusses besides the method of joints?
  5. How does cross-sectional area affect the strength of a structural member?

Tip:

Always ensure that units are consistent when solving stress-related problems, particularly converting mm² to m² and MPa to Pa.

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Math Problem Analysis

Mathematical Concepts

Statics
Truss Analysis
Stress and Strain
Method of Joints

Formulas

Normal Stress: σ = F / A
Force in Member: F = σ * A

Theorems

Method of Joints
Equilibrium of Forces

Suitable Grade Level

College-level Engineering