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8K 6k/ft For the beam shown: A) Find the reactions B) Construct the Shear & Moment Diagrams 5 10 C) LABEL Diagrams

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solution for Reaction, shear force and bending moment with their LABEL diagram.solution 18k Simply supported Beam 6k/ft horts s! 10 AR & A) Reaction calculation By equilibrium condition ? ΣΥ Ο Upward forSFD cakalation FA = + 32k (1 tve) (1-ve) fe= +32 - 18 = + 14K Just = -46k FB = +14 - (6X10) (force at left) (force at just Ri

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