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auhippo.com · 2019-03-20 · Use Macaulay's method. E = 2 x 105 N/mm2, I = 4.3 x 108 mm4. 40 k fig. Q. 14(a) (b) Determine the slope at the two supports and deflection under the

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Page 1: auhippo.com · 2019-03-20 · Use Macaulay's method. E = 2 x 105 N/mm2, I = 4.3 x 108 mm4. 40 k fig. Q. 14(a) (b) Determine the slope at the two supports and deflection under the
Page 2: auhippo.com · 2019-03-20 · Use Macaulay's method. E = 2 x 105 N/mm2, I = 4.3 x 108 mm4. 40 k fig. Q. 14(a) (b) Determine the slope at the two supports and deflection under the
Page 3: auhippo.com · 2019-03-20 · Use Macaulay's method. E = 2 x 105 N/mm2, I = 4.3 x 108 mm4. 40 k fig. Q. 14(a) (b) Determine the slope at the two supports and deflection under the
Page 4: auhippo.com · 2019-03-20 · Use Macaulay's method. E = 2 x 105 N/mm2, I = 4.3 x 108 mm4. 40 k fig. Q. 14(a) (b) Determine the slope at the two supports and deflection under the