used to support the loads on the beam below. The moment of inertia of the section is |= 1384 in and distance of the centroid of the section from the bottom is y = 5.8 in. [MA 4000 lb-ft, w=900 lb/ft, P=1500 lb, a = 5 ft, b = 8 ft, c = 3 ft, d = 6 ft] Ma W a b B d P 1.5 in.k 1.5 in. 15 in. z- 2 in. 11 in. Cross section of the beam Construct the complete shear- force and bending-moment diagrams for the beam and determine the maximum positive bending moment in the beam.
used to support the loads on the beam below. The moment of inertia of the section is |= 1384 in and distance of the centroid of the section from the bottom is y = 5.8 in. [MA 4000 lb-ft, w=900 lb/ft, P=1500 lb, a = 5 ft, b = 8 ft, c = 3 ft, d = 6 ft] Ma W a b B d P 1.5 in.k 1.5 in. 15 in. z- 2 in. 11 in. Cross section of the beam Construct the complete shear- force and bending-moment diagrams for the beam and determine the maximum positive bending moment in the beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![used to support the loads on the
beam below. The moment of
inertia of the section is |= 1384
in and distance of the centroid
of the section from the bottom
is y = 5.8 in.
[MA 4000 lb-ft, w=900 lb/ft,
P=1500 lb, a = 5 ft, b = 8 ft, c = 3
ft, d = 6 ft]
Ma
W
a
b
B
d
P
1.5 in.k
1.5 in.
15 in.
z-
2 in.
11 in.
Cross section of the beam
Construct the complete shear-
force and bending-moment
diagrams for the beam and
determine the maximum
positive bending moment in the
beam.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa623e24b-0bae-4e80-84bb-d93e0efdabed%2F3b7f6a87-e616-4ef1-8897-8b80f684b8e5%2Fwidw51b_processed.jpeg&w=3840&q=75)
Transcribed Image Text:used to support the loads on the
beam below. The moment of
inertia of the section is |= 1384
in and distance of the centroid
of the section from the bottom
is y = 5.8 in.
[MA 4000 lb-ft, w=900 lb/ft,
P=1500 lb, a = 5 ft, b = 8 ft, c = 3
ft, d = 6 ft]
Ma
W
a
b
B
d
P
1.5 in.k
1.5 in.
15 in.
z-
2 in.
11 in.
Cross section of the beam
Construct the complete shear-
force and bending-moment
diagrams for the beam and
determine the maximum
positive bending moment in the
beam.
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