SITUATION. The laminated beam, shown in cross section, is composed of five 6-in. by 2- in planks that are glued togetther. The beam caries a uniformly distributed load of intensity wo over its 8-t simply supported span. The working stresses are 80 psi for shear in glue, 110 psi for shear in wood, and 1100 psi for bending in wood. O Zoom image Determine the maximum allowable load wo (kip/ft) for the shear in wood. O 12 13.75 O 10 se2 in. 10 in.

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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SITUATION. The laminated beam, shown in cross section, is composed of five 6-in. by 2-
in. planks that are glued together. The beam carries a uniformly distributed load of
intensity wo over its 8-t simply supported span. The working stresses are 80 psi for shear
in glue, 110 psi for shear in wood, and 1100 psi for bending in wood.
6 in.
O Zoom image
Determine the maximum allowable load wo (kip/ft) for the shear in wood.
12
13.75
10
13.2
Determine the maximum allowable load wo (kip/ft) for the bending of wood.
12
13.75
10
O 13.2
-se2 in.- I10 in.
Transcribed Image Text:SITUATION. The laminated beam, shown in cross section, is composed of five 6-in. by 2- in. planks that are glued together. The beam carries a uniformly distributed load of intensity wo over its 8-t simply supported span. The working stresses are 80 psi for shear in glue, 110 psi for shear in wood, and 1100 psi for bending in wood. 6 in. O Zoom image Determine the maximum allowable load wo (kip/ft) for the shear in wood. 12 13.75 10 13.2 Determine the maximum allowable load wo (kip/ft) for the bending of wood. 12 13.75 10 O 13.2 -se2 in.- I10 in.
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