Calculate the resultant force of the distributed load on the beam shown below MA=- 12000x 5 - 4800X8+BYX10 -4 m 6 m 2800 N/m By= 9 240 1200 N/m A n B Fy = 9 B40- Ay1200X10 =12000 4900 = 16800 %3D For the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. 2.5 kN/m 6 m -4 m 12 kN
Calculate the resultant force of the distributed load on the beam shown below MA=- 12000x 5 - 4800X8+BYX10 -4 m 6 m 2800 N/m By= 9 240 1200 N/m A n B Fy = 9 B40- Ay1200X10 =12000 4900 = 16800 %3D For the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. 2.5 kN/m 6 m -4 m 12 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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