Problem 2. 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. a. Find the reactions at supports P and S. b. Draw the shear force diagram. c. Draw the bending moment diagram. 5 kip HS S 4 ft 4 ft + + 8 ft 8 ft 40 kip-ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Express your intermediate answers with at least FOUR decimal places and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS

Problem 2. 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.
a. Find the reactions at supports P and S.
b. Draw the shear force diagram.
c. Draw the bending moment diagram.
#
5 kip
4 ft
Q
+
4 ft
R
8 ft
S
8 ft
40 kip-ft
D
Transcribed Image Text:Problem 2. 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. a. Find the reactions at supports P and S. b. Draw the shear force diagram. c. Draw the bending moment diagram. # 5 kip 4 ft Q + 4 ft R 8 ft S 8 ft 40 kip-ft D
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