04-01ChapGere.0019 - P 2 5 900 lb acting at the end of the...

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Problem 4.5-16 A beam ABC with an overhang at one end supports a uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN (see figure). Draw the shear-force and bending-moment diagrams for this beam. Solution 4.5-16 Beam with an overhang SECTION 4.5 Shear-Force and Bending-Moment Diagrams 277 A C B 1.6 m 1.6 m 1.6 m 2.4 kN 12 kN/m A C B 1.6 m 1.6 m 1.6 m 2.4 kN 2.4 13.2 5.76 –3.84 –6.0 12 kN/m V M M max = 7.26 R A = 13.2 kN R B = 8.4 kN (kN . m) 0 0 1.1m 1.1m 0.64 m M max (kN) Problem 4.5-17 The beam ABC shown in the figure is simply supported at A and B and has an overhang from B to C . The loads consist of a horizontal force P 1 5 400 lb acting at the end of the vertical arm and a vertical force
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Unformatted text preview: P 2 5 900 lb acting at the end of the overhang. Draw the shear-force and bending-moment diagrams for this beam. ( Note: Disregard the widths of the beam and vertical arm and use centerline dimensions when making calculations.) Solution 4.5-17 Beam with vertical arm 4.0 ft 1.0 ft B A C P 2 = 900 lb P 1 = 400 lb 1.0 ft V (lb) M (lb) 900 2 400 2 900 4.0 ft 1.0 ft B A C P 2 = 900 lb P 1 = 400 lb 1.0 ft R A = 125 lb R B = 1025 lb A 400 lb-ft 125 lb B 900 lb C 1025 lb 2 125 A-PDF Split DEMO : Purchase from www.A-PDF.com to remove the watermark...
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This note was uploaded on 09/20/2009 for the course COE 3001 taught by Professor Armanios during the Spring '08 term at Georgia Institute of Technology.

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