15 13 The Beam Of Problem 15 1 Assuming The Following Support Settlements A 4 00 In B 2 00 In And C 3 50 In E 2 1 (22.32 KiB) Viewed 36 times
Compute the reactions and draw shear and moment diagrams for the continuous beam or frames
E and I are constant unless noted otherwise. Use the method of consistent distortions
15 13 The Beam Of Problem 15 1 Assuming The Following Support Settlements A 4 00 In B 2 00 In And C 3 50 In E 2 2 (26.88 KiB) Viewed 36 times
15.13 The beam of Problem 15.1 assuming the following support settlements: A = 4,00 in., B= 2.00 in., and C=3.50 in. E=29 10 psi. I= 1200 in.* (Ans. V8 = 122.66 k, Mg = -526.6 ft-k)
answer 15.1 [E. VB=96.28 k 1, Mp=-262.8 ft-k] 60 k 80 k 1: А B С 10 ft- 10 ft- 10 ft- -10 ft- 20 ft -20 ft
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