SAMPLE PROBLEM 1 Solve for the support reactions and slopes of this beam using Double Integration Method. Use points A and C as references for segments AB and BC, respectively. NOTE: Round off values ranging from 0.99999 to -0.99999 to five decimal places. Otherwise use three decimal places P = 14 kN 3 m w = 7 kN/m B 6.4 m C A 4 m 2.2 El 1 El REQUIRED Note: Draw the direction of the reactions across their values i. RAY RAM Value M =1 kN·m KN = kNm KN KN = /El rad /El rad /El rad RBY Rc Өл = /El rad Direction

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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SAMPLE PROBLEM 1
Solve for the support reactions and slopes of this beam using Double Integration Method.
Use points A and C as references for segments AB and BC, respectively.
NOTE: Round off values ranging from 0.99999 to -0.99999 to five decimal places.
Otherwise use three decimal places
P = 14 kN
3 m
w = 7 kN/m
B
6.4 m
C
A
4 m
2.2 El
1 El
REQUIRED
Note: Draw the direction of the reactions
across their values
i.
RAY
RAM
Value
M =1 kN·m
KN
=
kNm
KN
KN
=
/El rad
/El rad
/El rad
RBY
Rc
Өл
=
/El rad
Direction
Transcribed Image Text:SAMPLE PROBLEM 1 Solve for the support reactions and slopes of this beam using Double Integration Method. Use points A and C as references for segments AB and BC, respectively. NOTE: Round off values ranging from 0.99999 to -0.99999 to five decimal places. Otherwise use three decimal places P = 14 kN 3 m w = 7 kN/m B 6.4 m C A 4 m 2.2 El 1 El REQUIRED Note: Draw the direction of the reactions across their values i. RAY RAM Value M =1 kN·m KN = kNm KN KN = /El rad /El rad /El rad RBY Rc Өл = /El rad Direction
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