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9. A beam ABC is subjected to a combination of UDL, point loads and applied moments as shown below. Draw to scale the shear f

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12014 We 10 kN/m ZOKN/m SOKN-M ym Uls my 4m 3m Heachons =) VA+ VB: 1207 1084 = 160KN FC LEM=O=>_20+ (oxy 1x8-VSX6 +12042-50Bending moment Diagrom nosknum [Mar (tve) moment I -20KN -Soknom 100 kn-om smini moment)

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