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A Cast ison Cantiliver of length 1.5m helds when a Concentrated load 1920N is applied at the free end Determin the stress at failure if the section of the Cantiliver 40 mma 60 mm?
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A Cast ison Cantiliver of length 1.5m helds when a Concentrated load 1...
Problem:
A cantilever of length 1.5m holds a concentrated load of 1920N at the free end. Determine the stress at failure if the section of the cantilever is 40 mm x 60 mm.

Solution:

Given data:
Length of the cantilever (L) = 1.5 m
Concentrated load (P) = 1920 N
Section dimensions: breadth (b) = 40 mm and depth (d) = 60 mm

Step 1: Calculating the Moment at the Free End

The moment at the free end of a cantilever can be calculated using the formula:
M = P * L

Substituting the given values:
M = 1920 N * 1.5 m
M = 2880 Nm

Step 2: Calculating the Maximum Bending Stress

The maximum bending stress (σ) can be calculated using the formula:
σ = (M * y) / I

Where:
M = moment at the free end (2880 Nm)
y = distance from the neutral axis to the extreme fiber (depth/2 = 30 mm = 0.03 m)
I = moment of inertia of the section

Step 3: Calculating the Moment of Inertia

The moment of inertia (I) for a rectangular section can be calculated using the formula:
I = (b * d^3) / 12

Substituting the given values:
I = (40 mm * (60 mm)^3) / 12
I = (40 mm * 216000 mm^3) / 12
I = 720000 mm^4

Converting the moment of inertia to meter units:
I = 720000 mm^4 * (1 m / 1000 mm)^4
I = 0.000720 m^4

Step 4: Calculating the Maximum Bending Stress

Substituting the values of M, y, and I into the formula:
σ = (2880 Nm * 0.03 m) / 0.000720 m^4
σ = 120000 N/m^2

Step 5: Converting Stress to MPa

To convert the stress from N/m^2 to MPa:
σ = 120000 N/m^2 * (1 MPa / 10^6 N/m^2)
σ = 0.12 MPa

Therefore, the stress at failure for the given cantilever is 0.12 MPa.
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A Cast ison Cantiliver of length 1.5m helds when a Concentrated load 1920N is applied at the free end Determin the stress at failure if the section of the Cantiliver 40 mma 60 mm?
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