53x
001234
2023-12-29

Wymagana wytrzymałość na ścinanie na powierzchni słupa

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 beamLcf = Lbeam - dc = 360.0 in - 15.2 in = 344.8 in


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