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A cantilever beam of 2m length supports a triangularly distributed load over its entire length, the maximum of which is at the free end. The total load is 37.5 kN.What is the bending moment at the fixed end?
  • a)
    50 x 106 N mm
  • b)
    12.5 x 106 N mm
  • c)
    100 x 106 N mm
  • d)
    25 x 106 N mm
Correct answer is option 'A'. Can you explain this answer?
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Given:

Length of cantilever beam = 2 m

Total load = 37.5 kN

To find: Bending moment at the fixed end of the beam

Approach:

1. Calculate the maximum load at the free end of the beam

2. Calculate the area of the triangular load distribution

3. Calculate the centroid of the triangular load distribution

4. Use the principle of moments to calculate the bending moment at the fixed end of the beam

Calculation:

1. The maximum load at the free end of the beam can be calculated as follows:

Maximum load = Total load x (1/2)

= 37.5 kN x (1/2)

= 18.75 kN

2. The area of the triangular load distribution can be calculated as follows:

Area of triangle = (base x height) / 2

= (2 m x 18.75 kN) / 2

= 18.75 kN-m

3. The centroid of the triangular load distribution can be calculated as follows:

Centroid = (2/3) x height from the fixed end of the beam

= (2/3) x (2 m)

= 1.33 m

4. The bending moment at the fixed end of the beam can be calculated using the principle of moments:

Bending moment at fixed end = Total load x distance to centroid

= 37.5 kN x 1.33 m

= 50 x 10^6 N-mm

Therefore, the correct answer is option A, 50 x 10^6 N-mm.
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A cantilever beam of 2m length supports a triangularly distributed load over its entire length, the maximum of which is at the free end. The total load is 37.5 kN.What is the bending moment at the fixed end?a)50 x106 N mmb)12.5 x106 N mmc)100 x106 N mmd)25 x106 N mmCorrect answer is option 'A'. Can you explain this answer?
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