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1.0 kN/m 12 kN-m -8 m- -8 m. V (kN) 5 4m RB = 5.25 kN + 3 2 1 0- 0 2 4
1.0 kN/m 12 kN-m -8 m- -8 m. V (kN) 5 4m RB = 5.25 kN + 3 2 1 0- 0 2 4 6 8 10 12 14 16 18 20 20 -2 -3 -4 -5 RD= B T A 11000 N-m 7000 N-m 3000 N-m B N.m 11000 10000 9000 8000 7000 6000- 5000- 4000- 3000 2000 1000- 10+ -10000.0 0.5 10 1.5 20 26 -2000 -3000 -4000- -5000- -6000 -7000- -8000 -9000- -10000- -11000 C m 2.5 3.0 3.5 4.0 4.5 5.0 5.5 60
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Numerical Methods For Engineers
Authors: Steven C. Chapra, Raymond P. Canale
5th Edition
978-0071244299, 0071244298
