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3. Determine the horizontal deflection of point E (at the middle of the beam) and the vertical deflection of point D. (E= 2x107 kN/m,
3. Determine the horizontal deflection of point E (at the middle of the beam) and the vertical deflection of point D. (E= 2x107 kN/m, 1=0.01 m) 50 kN 10kN/m C 20 kN/m 4 m 21 E 5m I 21 D B muhim * 2mX HJMMds EI e-MMd. 8=
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Income Tax Fundamentals 2013
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
31st Edition
1111972516, 978-1285586618, 1285586611, 978-1285613109, 978-1111972516
