The loading on the bookshelif is distributed as shown. Determine the magnitude of the equivalent resultant...
Problem 3: Replace the distributed loading with an equivalent resultant force, and specify its location on the beam measured from point A.
(Figure 1) Part A Replace the distributed loading with an equivalent resultant force.Part BSpecify the location of Fr on the beam measured from point A.
4-139. Replace the distributed loading with an equivalent resultant force, and specify its location on the beam measured from point O.
Replace the distributed loading with an equivalent resultant force, and specify its location on the beam measured from point A.
Replace the distributed loading by an equivalent resultant force and couple moment acting at point A. suppose that omega_1 = 3.5 kN/m and omega_2 = 8 kN/m. Determine the equivalent resultant force. Determine the couple moment.
determine the magnitude of the equivalent resultant
force.
determine the distance x from support A to the location where
the resultant force is applied to the beam.
determine the reaction at support A.
W w = 3x - 0.1 x? (lb/ft) 16 ft @ 2 6 7 8 9 0 3 4 5 a WER Trullole 100 raps lock MOSISO CODE command control option
Please answer all parts of the question and try making it simple
to understand.
4-102 Replace the loading system acting on the post by an equivalent resultant force and couple moment at point A 650 N 500 N 30° 300 N 1500 N m 60° 3 m 5-10. Determine the components of the support reactions at the fixed support A on the cantilevered beam 6 KN 1.5 m 4 kN 1.5 m 1.5 m Determine the reactions at the supports....
Determine the direction of the equivalent
resultant force.
Determine the magnitude of the equivalent
resultant force.
Specify where the resultant's line of action intersects member
BC, measured from point B.
Problems 67 For the beam and loading shown, determine (a) the mag- 6 and and location of the resultant of the distributed load, (b) the 66 ae andlocation reactions at the beam supports 200 lb/ft Parabolas 100 lb/ft 12 ft 6 ft
Replace the loading system by an equivalent resultant force and a couple moment acting at point A. 3 ft 6 ft 53.13º 10 lb 12 lb 4 ft 30 lb-ft 5 ft 8 lb 12 513 lb