- 2 Consider Again The Continuous Beam From Problem 1 With E 29 000 Ksi And I 1500 In How Ever Instead Of A Cons 1 (102.71 KiB) Viewed 20 times
2. Consider again the continuous beam from problem #1 with E = 29,000 ksi and I = 1500 in-. How- ever, instead of a cons
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2. Consider again the continuous beam from problem #1 with E = 29,000 ksi and I = 1500 in-. How- ever, instead of a cons
2. Consider again the continuous beam from problem #1 with E = 29,000 ksi and I = 1500 in-. How- ever, instead of a constant El, member AB has a flexural rigidity that is twice that of member BC. Determine 08 (magnitude and direction) and solve for the end moments. 1. The continuous beam shown has a constant flexural rigidity El. (a) Solve for each of the end moments using the slope deflection method. (b) Solve the reactions and draw a free body diagram. Note that you can check your answers using your problem set 8. (e) Determine 08 (magnitude and direction) using the values E = 29,000 ksi and I = 1500 int. 20k Зk/ft 1.5 k/ lim. А с B 1511- 15 ft 20 ft
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