2. Check the adequacy (safety) of the plank if a 6m wooden plank 50mm x 200 mm (Base x Height) is used by two carpenters to carry a cement weighing 980 N located at the midspan. The wood's unit weight is kN 7.5 m3 and its allowable shearing Ywood and flexural stresses are 1.10MPa and fvallow fballow = 8.30MPA

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Check the adequacy (safety) of the plank if
a 6m wooden plank 50mm x 200 mm (Base x
Height) is used by two carpenters to carry a
cement weighing 980 N located at the
midspan. The wood's unit weight is
kN
7.5
m3 and its allowable shearing
Ywood
and flexural stresses are
fvallow
fballow
1.10MPA
and
= 8.30MPA
Transcribed Image Text:2. Check the adequacy (safety) of the plank if a 6m wooden plank 50mm x 200 mm (Base x Height) is used by two carpenters to carry a cement weighing 980 N located at the midspan. The wood's unit weight is kN 7.5 m3 and its allowable shearing Ywood and flexural stresses are fvallow fballow 1.10MPA and = 8.30MPA
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