A 300 mm x 75 mm wooden plank is placed on top of another 600 mm x 150 mm wooden plank having the same material. The super imposed beam is subjected to a total moment of 7 kN- m. Span of plank is 6 m. E-8000 Mpa. 1. Solve the moment carried by the lower plank. 2. Solve the stress of the lower plank. 3. Solve the flexural stress of the upper plank.
A 300 mm x 75 mm wooden plank is placed on top of another 600 mm x 150 mm wooden plank having the same material. The super imposed beam is subjected to a total moment of 7 kN- m. Span of plank is 6 m. E-8000 Mpa. 1. Solve the moment carried by the lower plank. 2. Solve the stress of the lower plank. 3. Solve the flexural stress of the upper plank.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A 300 mm x 75 mm wooden plank is placed on top of another 600 mm x 150 mm wooden plank
having the same material. The super imposed beam is subjected to a total moment of 7 kN-
m. Span of plank is 6 m. E-8000 Mpa.
1. Solve the moment carried by the lower plank.
2. Solve the stress of the lower plank.
3. Solve the flexural stress of the upper plank.
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Transcribed Image Text:A 300 mm x 75 mm wooden plank is placed on top of another 600 mm x 150 mm wooden plank
having the same material. The super imposed beam is subjected to a total moment of 7 kN-
m. Span of plank is 6 m. E-8000 Mpa.
1. Solve the moment carried by the lower plank.
2. Solve the stress of the lower plank.
3. Solve the flexural stress of the upper plank.
wwww
wwwww
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