PB1-Column Base Plate
Friday 19th of June 2026 01:22:21 PM
Plate & Rebars

#
Area(in2)=
Diam.(in)=
Input Data
Nu (k):
Vu (K):
X (in):
f'c(ksi):
b (in):
ta(in):
φtp;:
φt;:
φv;:
Plate fy(ksi):
Rebar fy(ksi):
Rebar_Qty:
Results
in Plate
Thk_PL 0 in:
Rebar # Check
Unity_Check= Rebar ERROR
Check= Rebar ERROR
Rebar #
Dev Lenghts
DevL Tens(in)= Rebar ERROR
DevL_Comp(in)= 0


ta: Plate thickness
φtp: Steel plate bending reductor
φt, φv: Rebar tension & shear reductors
LRFD Design
Analysis Calculus
Friday 19th of June 2026 01:22:21 PM
    Z=0 (in3)
    Na=0 k     chk1=
    φNn=0 k     φVn=0 k
    UnCHK1=0     UnCHK=Rebar ERROR ACI-318-08 D.7 Shear Tension Interaction
    dvt=0 in     dvc=0 in ACI-318-08 12-3 Development Lengths