a 1. The continuous beam shown has a constant flexural rigidity El. (a) Solve for each of the end moments using the slop

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a 1. The continuous beam shown has a constant flexural rigidity El. (a) Solve for each of the end moments using the slop

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A 1 The Continuous Beam Shown Has A Constant Flexural Rigidity El A Solve For Each Of The End Moments Using The Slop 1
A 1 The Continuous Beam Shown Has A Constant Flexural Rigidity El A Solve For Each Of The End Moments Using The Slop 1 (32.27 KiB) Viewed 38 times
a 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. (c) Determine 08 (magnitude and direction) using the values E = 29,000 ksi and I = 1500 int. 20K 3 k/Ft 1.5 k/ с А B I 15A 1 15 ft -2011 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.
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