For the given beam in figure 7. Distribution Factor at point 3 considering span 2-3 a. 0.375 b. 1 C. 0.625 d. 0 Moment at point 3 a. 400 lb-ft b. 122 lb-ft C. 339 lb-ft d. 238 lb-ft 50 lb/ft 4R 6 ft Figure 7 10 ft 60 lb/ft
For the given beam in figure 7. Distribution Factor at point 3 considering span 2-3 a. 0.375 b. 1 C. 0.625 d. 0 Moment at point 3 a. 400 lb-ft b. 122 lb-ft C. 339 lb-ft d. 238 lb-ft 50 lb/ft 4R 6 ft Figure 7 10 ft 60 lb/ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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