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Find the reactions at supports A and E for the beam loaded as shown in the figure below
1 Answer
written 8.2 years ago by |
∑fx=0⟹HA=50cos60HA=25N(→)MA=0∴−60×4−8×50sin60−180+RE×14=0RE=54.74N(↑)∑fy=0⟹VA+RE=60+50sin60VA=48.56N∴RA=√252+48.562∴RA=54.62N and θ=tan−1(48.5625)=62.760
Topic: Analysis of plane Truss.