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The beam shown in cross section is fabricated by joining two 150-mm by 150-mm wooden boards with 20-mm-thick plywood strips. Knowing that the work-
The beam shown in cross section is fabricated by joining two 150-mm by 150-mm wooden boards with 20-mm-thick plywood strips. Knowing that the work- ing shear stress for plywood is 2 MPa, determine the maximum allowable vertical shear force that can be carried by the beam. -150- Dimensions in mm FIG. P5.104 75 75 -20 150 150
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A First Course in the Finite Element Method
Authors: Daryl L. Logan
6th edition
1305635116, 978-1305887176, 1305887174, 978-1305635111
