W1 9 ft 13 ft (ft) 9. 22. Load Dianram M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and wi kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A. 1.5

Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das
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Chapter14: Sheet-pile Walls
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W1
9 ft
13 ft
(ft)
9.
22.
Load Dianram
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5
kips/ft is distributed along the length of the beam which is 22 ft. If the
1.5kips/ft uniformly distributed load will be transformed into a singular
concentrated load, what will be the magnitude of Moment taken at point
A? What is the equivalent singular Resultant force of the loads shown?
Determine the location of the resultant R from point A.
Transcribed Image Text:W1 9 ft 13 ft (ft) 9. 22. Load Dianram M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A.
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