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Find the reactions at supports A and E for the beam loaded as shown in the figure below

enter image description here

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enter image description here

fx=0HA=50cos60HA=25N()MA=060×48×50sin60180+RE×14=0RE=54.74N()fy=0VA+RE=60+50sin60VA=48.56NRA=252+48.562RA=54.62N  and  θ=tan1(48.5625)=62.760

Topic: Analysis of plane Truss.

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