Consider the cantilever beam shown below. A triangular distributed load of with a maximum value of 2 kN/m is acting from the fixed support to the free end of the beam. A point load of value of P = 7.1 kN is located 1m from the fixed end. Determine the bending moment at the midspan of the beam. Give your answer in kNm to 2 decimal places. Remember to use the correct positive sign convention for moment as shown. If you calculate a negative value, include the negative sign in front of your answer. 2 kN/m 1m 4m MCDM

Structural Analysis
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Chapter2: Loads On Structures
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Consider the cantilever beam shown below. A triangular distributed load of with a maximum value of 2 kN/m is acting from the fixed support to the free end of the beam. A point
load of value of P = 7.1 kN is located 1m from the fixed end. Determine the bending moment at the midspan of the beam. Give your answer in kNm to 2 decimal places.
Remember to use the correct positive sign convention for moment as shown. If you calculate a negative value, Include the negative sign in front of your answer.
2 kN/m
1m
4m
MCDM
Transcribed Image Text:Consider the cantilever beam shown below. A triangular distributed load of with a maximum value of 2 kN/m is acting from the fixed support to the free end of the beam. A point load of value of P = 7.1 kN is located 1m from the fixed end. Determine the bending moment at the midspan of the beam. Give your answer in kNm to 2 decimal places. Remember to use the correct positive sign convention for moment as shown. If you calculate a negative value, Include the negative sign in front of your answer. 2 kN/m 1m 4m MCDM
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