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001234
2024-01-16

Required Shear Strength at Column Face

Required shear strength at the face of the column

Vu =Vpr + Vg (at face of column) 


Vu = 2·MprLh + wu·Lcf2


Vu = 84.4 kips + 1.15 kipft·344.8 in2


Vu = 84.4 kips + 16.5 kips


Vu = 100.9 kips

Vu Required shear strength at the face of the column
Vpr Shear required to produce the maximum probable moment at the plastic hinge location

Vg (at face of column) Shear from gravity loads at the face of the column
wu Gravity loads on the beam
Lcf Clear length of the beam
Lcf = Lbeam - dc = 360.0 in - 15.2 in = 344.8 in

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