I have fixed my shear force equation and integrated it:
∫ - (950/13)x2 - 3490.096154x + 61837.91667 from x = 0 to x = 13.756 metres:
BM = 61837.91667x - (3490.096154x2)/2 - [(950/13)]x3/3
so integrating from x=0 to x=13.756m:
BM max = 457024.483 Nm
I just now realized that it isn't in equilibrium, thanks.
Ignore my earlier comment. I looked back on my working and found the 950/13 comes from the weight of the triangular loading:
W = 1/2(base)(height)
= 1/2(x)(3800/26)(x)
= 950/13(x^2)
This is the shear force equation: (I missed the '2' initially, I'm sorry for that!)
v = (9250/13)x2 + 3490.096154x - 61837.9166
So through integrating from x = 0 to x = 13.756m I get that bending moment:
MAX BM = 885754.75 Nm
Homework Statement
Calculate the Maximum Bending Moment of the bridge section using the values given.
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(please refer to attached diagram)
Homework Equations
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Homework Statement
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(REFER TO DIAGRAM ATTACHED)
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