PROBLEM#2: CONJUGATE BEAM METHOD The reinforced concrete beam shown is simply supported at A and B. The modulus of flexural rigidity of the beam from the midspan towards A is double that of from the midspan towards B (as indicated in the figure). Wherein the moment of inertia from the midspan to point B is 980x10^6 mm^4. Using the Conjugate Beam Method, calculate the Rotation in degrees of the Beam at 3 meters from support A ... 2.4kN 1.9kN A OB 2EI EI -1.75-1.75-2.50 M-- +1.00 M
PROBLEM#2: CONJUGATE BEAM METHOD The reinforced concrete beam shown is simply supported at A and B. The modulus of flexural rigidity of the beam from the midspan towards A is double that of from the midspan towards B (as indicated in the figure). Wherein the moment of inertia from the midspan to point B is 980x10^6 mm^4. Using the Conjugate Beam Method, calculate the Rotation in degrees of the Beam at 3 meters from support A ... 2.4kN 1.9kN A OB 2EI EI -1.75-1.75-2.50 M-- +1.00 M
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The reinforced concrete beam shown is simply supported at A and B.
The modulus of flexural rigidity of the beam from the midspan towards A is double that of from the midspan towards B (as indicated in the figure). Wherein the moment of inertia from the midspan to point B is 980x10^6 mm^4.
Using the Conjugate Beam Method, calculate the Rotation in degrees of the Beam at 3 meters from support A
E = 50 GPa
![PROBLEM#2: CONJUGATE BEAM METHOD
The reinforced concrete beam shown is simply supported at A and B.
The modulus of flexural rigidity of the beam from the midspan towards A is
double that of from the midspan towards B (as indicated in the figure).
Wherein the moment of inertia from the midspan to point B is 980x10^6
mm^4.
Using the Conjugate Beam Method, calculate the Rotation in degrees of
the Beam at 3 meters from support A
...
2.4kN
1.9kN
A
OB
2EI
EI
-1.75-1.75-2.50 M--
+1.00 M](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F25fd3b75-a028-49f5-bc2d-1f9d271ff76a%2F8ddede41-aa94-4889-879f-75929751141d%2Folpxq3_processed.png&w=3840&q=75)
Transcribed Image Text:PROBLEM#2: CONJUGATE BEAM METHOD
The reinforced concrete beam shown is simply supported at A and B.
The modulus of flexural rigidity of the beam from the midspan towards A is
double that of from the midspan towards B (as indicated in the figure).
Wherein the moment of inertia from the midspan to point B is 980x10^6
mm^4.
Using the Conjugate Beam Method, calculate the Rotation in degrees of
the Beam at 3 meters from support A
...
2.4kN
1.9kN
A
OB
2EI
EI
-1.75-1.75-2.50 M--
+1.00 M
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