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Find the support reactions for the beam loaded and supported as shown in the figure.

enter image description here

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enter image description here

F.B.D :-

enter image description here

Applying COE,

ΣFy(+ve)=080+VB10060+RFcos30=0VB+RFcos30=240(I)ΣMA0(+ve)80×2+VB×3100sin45×55060×7+RFcos30×9=03VB+RFcos30×9=983.553.(II)

Solving (I) and (II) simultaneously,

$∴ V_B=196.07 …

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