3- The cantilever beam shown below carries a distributed load of maximum intensity w= 20 kN/m, length L= 6m, E=200 GPa, and I = 90 x106 mm4. Use the below relationships to determine the maximum moment...


3- The cantilever beam shown below carries a distributed load<br>of maximum intensity w= 20 kN/m, length L= 6m, E=200 GPa,<br>and I = 90 x106 mm4. Use the below relationships to<br>determine the maximum moment M, the slope at the left and<br>right ends, maximum deflection, and the deflection at a<br>distance of 3.5 m from the right end.<br>w.<br>8<br>R,<br>R2<br>• Maximum Moment: M-w,L2/93<br>• Slope at end,<br>o BL= 7wL3/360EI<br>o BR= 8wL3/360EI<br>• Maximum deflection: 3=2.5wL4/384EI<br>• Deflection equation (y is positive downward):<br>Ely=wx(7L -10LX +3x )/360L<br>4<br>2 2<br>4<br>

Extracted text: 3- The cantilever beam shown below carries a distributed load of maximum intensity w= 20 kN/m, length L= 6m, E=200 GPa, and I = 90 x106 mm4. Use the below relationships to determine the maximum moment M, the slope at the left and right ends, maximum deflection, and the deflection at a distance of 3.5 m from the right end. w. 8 R, R2 • Maximum Moment: M-w,L2/93 • Slope at end, o BL= 7wL3/360EI o BR= 8wL3/360EI • Maximum deflection: 3=2.5wL4/384EI • Deflection equation (y is positive downward): Ely=wx(7L -10LX +3x )/360L 4 2 2 4

Jun 11, 2022
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