5 kip it's 4 ft + RO 4 ft + 8 ft S Oo 8 ft 40 kip-ft D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The beam shown below has a fixed-support at P, a roller-support at S, and an internal
hinge at R. It is loaded with a 40 kip-ft clockwise external moment at its free end T and with a 5
kip downward concentrated load at Q which is half-way between the fixed-support and the
internal hinge. Find the reactions at supports P and S.
Transcribed Image Text:5 kip
4 ft
Q
4 ft
+
R
+
8 ft
S
oU
8 ft
40 kip·ft
د
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