For the tapered beam shown in Figure below, it shows a section at midway along its...
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For the tapered beam shown in Figure below, it shows a section at midway along its length. The web of the beam has a thickness of 2 mm and is fully effective in resisting direct stress. The beam tapers symmetrically about its horizontal centroidal axis and the cross-sectional area of each flange is B [mm] (take from the table) the vertical shear load Fy [N] is also given in the table. 400 mm 2 A F 2m (a) 1m 200 mm Fy [kN] 81 mm 1 $ 2 mm B1 mm Section AA (b) 300 mm For the tapered beam shown in Figure below, it shows a section at midway along its length. The web of the beam has a thickness of 2 mm and is fully effective in resisting direct stress. The beam tapers symmetrically about its horizontal centroidal axis and the cross-sectional area of each flange is B [mm] (take from the table) the vertical shear load Fy [N] is also given in the table. 400 mm 2 A F 2m (a) 1m 200 mm Fy [kN] 81 mm 1 $ 2 mm B1 mm Section AA (b) 300 mm
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
Posted Date:
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