moment and shear diagrams
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Problem #2)
For the beam shown, draw the demand moment and shear diagrams that need to be used
for design for strength.
The uniform dead load (including the beam weight) is 1.645 k/ft and the uniform live load
is 0.720 k/ft.
-Fe3 266.2 k
fttftt
4"-
11.4"
11.4'
T1
4"
16"
62'-0"
44 -0"
bw + 2(8t) = 95"
Beam Section Properties:
A = 940in²
I = 114,360in
5"
36"
Beams Spaced @
18'-0" o/c
Yt = 11.4"
Уь — 24.6"
S:= 10,028in
Sb = 4,650in
15"
Beam
Section
**](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff10048bc-15da-471a-92d4-e2b02a9d6d7e%2Fbba912a5-eef3-42ab-8d8c-7f2b35e43dbb%2F7ukzci_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem #2)
For the beam shown, draw the demand moment and shear diagrams that need to be used
for design for strength.
The uniform dead load (including the beam weight) is 1.645 k/ft and the uniform live load
is 0.720 k/ft.
-Fe3 266.2 k
fttftt
4"-
11.4"
11.4'
T1
4"
16"
62'-0"
44 -0"
bw + 2(8t) = 95"
Beam Section Properties:
A = 940in²
I = 114,360in
5"
36"
Beams Spaced @
18'-0" o/c
Yt = 11.4"
Уь — 24.6"
S:= 10,028in
Sb = 4,650in
15"
Beam
Section
**
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