Vpr |
Shear required to produce the maximum probable moment at the plastic hinge Vpr = 2Mpr/Lh
|
Vg |
Shear from gravity loads at the plastic hinge location Vg = wuLh/2
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Mpr | Probable maximum moment at the plastic hinge location |
Lh |
Distance between plastic hinge locations Lh = Lbeam - dc - 2Sh = 360.0 in - 15.20 in - 2*22.50 in = 299.8 in Lh is equal to Lcf (clear length of beam) when the plastic hinge location is omitted
|
wu | Gravity loads on the beam |
Shear Forces at Plastic Hinge
Shear forces at the beam plastic hinge location
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