moment and shear diagrams

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
**
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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