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Q. A simply supported beam of span 4 m carries a point load of 10 kN at its centre. Draw SFD and BMD. Find max Shear force and Вending moment
First To find reactions
As the load is symmetrical, the load shared by the two supports are equal.
Hence R{A} = R{B} = 10/2 = 5kN
(OR)
Taking moments about B
RA × 4 = 10 × 2
RA = (10 × 2)/4 = 5kN
RB = Total load – RA
= 10 – 5 = 5kN
SFD (SHEAR FORCE DIAGRAM)
FA = 5kN
FB = – 5kN
FC =(just left ofC )=+5 kN
FC =(just right ofC )=-5 kN
MaxSF =+5 kN(occurs at A)
BMD (BENDING MOMENT DIAGRAM)
MA = MB = 0
MC = 5×2 = 10 KNm
OR
wl²/4=(10×4)/4 = 10 kNm
Max BM occurs at C = MC=Mmax=10KNm
( where SF changes its sign)
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