P= 13 kN In the given figure, all the dimensions, loading condition and cross-section of the beam are given. If the allowable tension stress om= 120 MPa and the allowable compression stress oeme=100 MPa ; q=2 kN/m B 4m 1m a) Construct the internal force diagrams (N, T, M). b) Calculate the moments of inertia (I, I, I„.). c) Check whether the beam can carry the given loading safely. К.С. 2cm 8cm 2cm 4 cm C, G 9 cm Note: The modulus of elasticity in the material is E=200 GPa, K.Ç. :Line of forces Kiriş enkesiti
P= 13 kN In the given figure, all the dimensions, loading condition and cross-section of the beam are given. If the allowable tension stress om= 120 MPa and the allowable compression stress oeme=100 MPa ; q=2 kN/m B 4m 1m a) Construct the internal force diagrams (N, T, M). b) Calculate the moments of inertia (I, I, I„.). c) Check whether the beam can carry the given loading safely. К.С. 2cm 8cm 2cm 4 cm C, G 9 cm Note: The modulus of elasticity in the material is E=200 GPa, K.Ç. :Line of forces Kiriş enkesiti
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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![P= 13
kN
In the given figure, all the dimensions, loading
condition and cross-section of the beam are given.
If the allowable tension stress om= 120 MPa and
the allowable compression stress oeme=100 MPa ;
q=2 kN/m
\B
4m
1m
a) Construct the internal force diagrams (N, T, M).
b) Calculate the moments of inertia (I, I, I„.).
c) Check whether the beam can carry the given
loading safely.
К.С.
2cm
8cm
2cm
4 сm
C.
|G
X+
9 cm
Note: The modulus of elasticity in the material is
E=200 GPa,
K.Ç. :Line of forces
Kiriş enkesiti](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb5fa087d-f85c-4b24-b081-260a619e2983%2Fcd626353-3ade-4755-81d0-693c899908d4%2Fid5miv_processed.png&w=3840&q=75)
Transcribed Image Text:P= 13
kN
In the given figure, all the dimensions, loading
condition and cross-section of the beam are given.
If the allowable tension stress om= 120 MPa and
the allowable compression stress oeme=100 MPa ;
q=2 kN/m
\B
4m
1m
a) Construct the internal force diagrams (N, T, M).
b) Calculate the moments of inertia (I, I, I„.).
c) Check whether the beam can carry the given
loading safely.
К.С.
2cm
8cm
2cm
4 сm
C.
|G
X+
9 cm
Note: The modulus of elasticity in the material is
E=200 GPa,
K.Ç. :Line of forces
Kiriş enkesiti
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