| 3 ft| 3 ft |- 6ft --6 ft --- 6ft - 6 6 ft 6 ft A В D НЕ F Prob. 6–32
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A uniform live load of 0.4 k/ft and a single concentrated live force of 6 k are placed on the floor beams. Determine (a) the maximum positive shear in panel EF of the girder, and (b) the maximum positive moment at H.
Transcribed Image Text:| 3 ft| 3 ft
|- 6ft --6 ft --- 6ft
- 6
6 ft
6 ft
A
В
D
НЕ
F
Prob. 6–32
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