Part-B (Case Study) 10 A 150 by 200 mm wooden beam shown in the following figure is used to support a uniformly distributed load of 4 kN(total) on a simple span of 6000 mm. The applied load acts in a plane making an angle of 20° with the vertical. Calculate the maximum bending stress at midspan and for the same section, locate the neutral axis. Neglect the weight of the beam. y 4 kN (total) 20° D. 200 A В 150

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Chapter2: Loads On Structures
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The 150 x 200 mm beam shown is used to support a uniformly distributed load of 4 kN (total) on a simple span of 6m. The applied load acts in a plane making an angle of 20° with the vertical. Calculate the maximum bending stress at midspan, and, for the same section locate the neutral axis. Neglect weight of the beam.

Part-B (Case Study)
10
A 150 by 200 mm wooden beam shown in the following figure is used to support
a uniformly distributed load of 4 kN(total) on a simple span of 6000 mm. The
applied load acts in a plane making an angle of 20° with the vertical. Calculate
the maximum bending stress at midspan and for the same section, locate the
neutral axis. Neglect the weight of the beam.
4 kN (total)
20°
200
В
150
Transcribed Image Text:Part-B (Case Study) 10 A 150 by 200 mm wooden beam shown in the following figure is used to support a uniformly distributed load of 4 kN(total) on a simple span of 6000 mm. The applied load acts in a plane making an angle of 20° with the vertical. Calculate the maximum bending stress at midspan and for the same section, locate the neutral axis. Neglect the weight of the beam. 4 kN (total) 20° 200 В 150
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