Question

The simply supported beam is supported by pin support A and roller support C. It is subjected to a uniform distributed load w

Internal Shear Force V(x) Funciton Internal Bending Moment M(x) Funciton 40 30 20 10 V(x) Mix) 0 -10 -20 6 -30 -40 0 5 TO 5 1

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O Internal Shear Force V(x) Funciton Internal Bending Moment M(x) Funciton 20 8 CO -20 -40 2 -60 V(x) MX) 80 2 -100 -120 -6 -

Internal Shear Force Vx) Funciton Internal Bending Moment M(x) Funciton 20 0 -20 0 -40 60 VX) 80 4 -100 -120 -6 140 160 0 10

O Internal Shear Force V(x) Funciton Internal Bending Moment M(x) Funciton 14 20 12 15 10 10 5 VIX) M(x) 2 -10 0 -15 0 10 0 5

Internal Shear Force Vix) Funciton Internal Bending Moment M(x) Funciton 15 2 10 5 V(x) M(x) O -5 -10 8 -15 10 0 10

Internal Shear Force V(x) Funciton Internal Bending Moment M(x) Funcion 30 20 - 10 V(x) 2 (x)W 0 - 10 0 -20 10 10

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w BAM AC Sm sm q Rc RA E Fr=0 RA + Rc = 5W Taking moment about a RAXIO -WX5 x 7.5 + M = 0 RA -M + 37.5W 2:. RC = (-M+ 37.5w )(BM) x * In Region BC Rea [ 5w-(-M+3750)]? at x=0, [BM]c=0 at a=sm, (BM) [5w w +M - 37.5W]*5 - 162.sw +5M Now, from calculat

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