Rectangular Concrete Section

Mom_Mu(kin):
d(in):
b(in):
h(in):
Φ:
f'c(psi):
fy(psi):
Results:
AsMinReq(in2)=
AsMaxt(in2)=
ρReq=
ρMin=  
ρTensMax=  
Rn=  
Rcheck(<1)=  
β=  
f'c(psi)=  
Mom (k-in)=  
   
Unity Check  
Unity Check  
Unity Check  
cmb ;
cmh ;
bt ;
htt ;
fy ;

Input data Key
Rectangular Cross Section Beam


Mom= Mu Factored Moment at section A-A (kip-in)

As2=As Provided at the 'As' location
d,b,h = Cross section dimentions (in)
AsReq= Reinforced Steel Required (in2)

Ro= As/(bd) ; RoMin, RoMax,Roprovided
Φ= LRFD Bending factor = 0.9