Q2 Use Finite difference method to solve the beam shown in Figure and find 1. The deflection at the points (1,2, and 3) 2. The moment at the point (1) 3. The shear at the point (2) 0.3 0.3 0.6 The deferential equation is 0.2 w(x) E= constant El Sec A Sec 8 1m 1m Im
Q2 Use Finite difference method to solve the beam shown in Figure and find 1. The deflection at the points (1,2, and 3) 2. The moment at the point (1) 3. The shear at the point (2) 0.3 0.3 0.6 The deferential equation is 0.2 w(x) E= constant El Sec A Sec 8 1m 1m Im
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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![Q2 Use Finite difference method to solve the beam shown in Figure and find
1. The deflection at the points (1,2, and 3)
12 kN/m
0.3
2. The moment at the point (1)
3. The shear at the point (2)
0.3
0.6
The deferential equation is
0.2
1
d*y_ w(x)
E = constant
Sec B
Sec A
dx
El
1m
1m
1m
1m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbcafcd58-1f16-43f4-ac1e-fbb160dbd60c%2Ff89db8ab-d3f5-4d1c-a44e-7c7740641ab5%2Fm1vq6n_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2 Use Finite difference method to solve the beam shown in Figure and find
1. The deflection at the points (1,2, and 3)
12 kN/m
0.3
2. The moment at the point (1)
3. The shear at the point (2)
0.3
0.6
The deferential equation is
0.2
1
d*y_ w(x)
E = constant
Sec B
Sec A
dx
El
1m
1m
1m
1m
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