M V Д A 5 K X 10'-0" 4" 4" Y Y 12" 12 K Ix= 1024 in ly = 640 in 4 10'-0" 1. The 'Inverted-T' cross section below is used in the orientation shown as a cantilevered beam with two concentrated loads as indicated on the given Loading diagram. 5o B 4'-0" 12 K Name 5 K a. Calculate the self-weight of this beam in #/ft, assuming a material density of 160 #/ft³ For Parts b-d, ignore the self-weight calculated in Part a b. What is the maximum SHEAR STRESS in the beam? Answer: c. What is the maximum FLEXURAL STRESS in the beam? Answer: 'ch sheet of significant e vided, com ernal refer 1 'm 'owable llowing hir ial d. Locate the Inflection Point along the span of the beam, calculating a specific distance from the Support at B. Indicate the location of this point on the Loading or Moment diagram.
M V Д A 5 K X 10'-0" 4" 4" Y Y 12" 12 K Ix= 1024 in ly = 640 in 4 10'-0" 1. The 'Inverted-T' cross section below is used in the orientation shown as a cantilevered beam with two concentrated loads as indicated on the given Loading diagram. 5o B 4'-0" 12 K Name 5 K a. Calculate the self-weight of this beam in #/ft, assuming a material density of 160 #/ft³ For Parts b-d, ignore the self-weight calculated in Part a b. What is the maximum SHEAR STRESS in the beam? Answer: c. What is the maximum FLEXURAL STRESS in the beam? Answer: 'ch sheet of significant e vided, com ernal refer 1 'm 'owable llowing hir ial d. Locate the Inflection Point along the span of the beam, calculating a specific distance from the Support at B. Indicate the location of this point on the Loading or Moment diagram.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:M
V
Д
A
5 K
X
10'-0"
4"
4"
Y
Y
12"
12 K
Ix = 1024 in 4
ly = 640 in 4
10'-0"
1. The 'Inverted-T' cross section below is used in the orientation shown as a cantilevered
beam with two concentrated loads as indicated on the given Loading diagram.
to
B
4'-0"
12 K
Parta
Name
5 K
a. Calculate the self-weight of this beam in #/ft, assuming a material
density of 160 #/ft³
For Parts b-d, ignore the self-weight calculated in Part a
b. What is the maximum SHEAR STRESS in the beam?
Answer:
c. What is the maximum FLEXURAL STRESS in the beam?
Answer:
'ch sheet of
significant c
vided, com
ernal refer
1
'm
'owable
llowing
hir
iar
d. Locate the Inflection Point along the span of the beam, calculating a
specific distance from the Support at B. Indicate the location of this
point on the Loading or Moment diagram.
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