4 ft -4 ft -4 ft - 4 ft -4 ft IB DI E Prob. 6–33 sas
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A uniform live load of 300 lb/ft and a single concentrated live force of 2 k are to be placed on the floor beams. Determine (a) the maximum negative shear in panel AB, and (b) the maximum negative moment at B. Assume the supports at A and E are pins and the pipe columns only exert vertical reactions on the beams.
Transcribed Image Text:4 ft
-4 ft
-4 ft
- 4 ft
-4 ft
IB
DI
E
Prob. 6–33
sas
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