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Draw the shear force diagram and bending moment diagram for the beam loaded as shown in fig.

A beam 8.5 m long rest on the supports 5 m apart, the beam carries load as shown in fig. Draw the SFD and BMD showing all the important points.

enter image description here

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enter image description here

FY=0(+ve)

VA+VB=40+60+505=350 (1)

MB=0(+ve)

40(1.5+5)+VA550552+602=0

VA=153KN (2)

VB=197KN from (1) and (2)

Shear force analysis:--

Shear force at C=40KN

Shear force at any section CA, ie just before pt …

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