Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum normal stress due to bending. 30 kips 30 kips A CDE 2.5 ft + 2.5 ft 6 kips/ft -7.5 ft- 2.5 ft B W18 × 76 I

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem #2
Draw the shear and bending-moment diagrams for the beam and loading shown, and
determine the maximum normal stress due to bending.
A
30 kips 30 kips
6 kips/ft
detenin
CDE
2.5 ft
+
2.5 ft
-7.5 ft-
2.5 ft
B
W18 X 76
I
Transcribed Image Text:Problem #2 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum normal stress due to bending. A 30 kips 30 kips 6 kips/ft detenin CDE 2.5 ft + 2.5 ft -7.5 ft- 2.5 ft B W18 X 76 I
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