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

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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Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

100%

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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