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15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of in. at support B. 1.5 k/ft podagan A 20 k + E = 29,000 ksi 15 ft 15 ft B 3 k/ft -20 ft I= 1,650 in.4 с

15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of in. at support B. 1.5 k/ft podagan A 20 k + E = 29,000 ksi 15 ft 15 ft B 3 k/ft -20 ft I= 1,650 in.4 с

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of in. at support B. A 20 k 15 ft. 1.5 k/ft + E = 29,000 ksi 15 ft LB 3 k/ft -20 ft I = 1,650 in.4 с
Transcribed Image Text:15.6 Solve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of in. at support B. A 20 k 15 ft. 1.5 k/ft + E = 29,000 ksi 15 ft LB 3 k/ft -20 ft I = 1,650 in.4 с
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