2. A simply supported beam is carrying the following loads: Values . Pm (refer to the table at the next page) KN 100 KN w = (# of letters of your first name times 4) kN/m = 16 kN/m The beam has a rectangular cross-section with the following dimensions: b = 125 mm . h = (refer to table at the next page) mm = 350 mm g = (refer to table at the next page) m = 8 m (a) What are the reactions at support D? (b) Sketch the shear force and bending moment diagrams. (c) Locate all points of zero shear. (d) Determine the maximum positive and negative (if possible) shear force and bending moment values. (e) Calculate the moment of inertia of the section. (f) Solve for the maximum positive and negative (if possible) flexural and shearing stresses. A W g B g FEP2 Pm C D

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
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ISBN:9781305084766
Author:Saeed Moaveni
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Chapter6: Fundamental Dimensions And Units
Section: Chapter Questions
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2. A simply supported beam is carrying the following loads: Values
. Pm (refer to the table at the next page) KN 100 KN
w = (# of letters of your first name times 4) kN/m = 16 kN/m
The beam has a rectangular cross-section with the following dimensions:
b = 125 mm
.
•
h = (refer to table at the next page) mm = 350 mm
g = (refer to table at the next page) m = 8 m
(a) What are the reactions at support D?
(b) Sketch the shear force and bending moment diagrams.
(c) Locate all points of zero shear.
(d) Determine the maximum positive and negative (if possible) shear force and bending
moment values.
(e) Calculate the moment of inertia of the section.
(f) Solve for the maximum positive and negative (if possible) flexural and shearing stresses.
W
mim
A
g
B
g
FEP2
Pm
C
D
Transcribed Image Text:2. A simply supported beam is carrying the following loads: Values . Pm (refer to the table at the next page) KN 100 KN w = (# of letters of your first name times 4) kN/m = 16 kN/m The beam has a rectangular cross-section with the following dimensions: b = 125 mm . • h = (refer to table at the next page) mm = 350 mm g = (refer to table at the next page) m = 8 m (a) What are the reactions at support D? (b) Sketch the shear force and bending moment diagrams. (c) Locate all points of zero shear. (d) Determine the maximum positive and negative (if possible) shear force and bending moment values. (e) Calculate the moment of inertia of the section. (f) Solve for the maximum positive and negative (if possible) flexural and shearing stresses. W mim A g B g FEP2 Pm C D
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