Concrete Beam Rectangular-
Thursday 19th of March 2026 01:07:03 PM
Bottom Reinforced
Rectangular Section DR
Input Data
Select REBAR Sizes:
Rebar#:
Area(in2)=
Dia(in)=
Mom_Mu(kin):
d(in):
b(in):
h(in):
Φ:
f'c(psi):
fy(psi):
Results:
AsMinReq(in2)= 0
AsMaxt(in2)=
Min Qty RB#= 0
Max Qty RB#= 0
ρReq= 0
ρMin= 0 
ρTensMax= 0 
Rn= 0 
Checks=  
β= 0 
   
Notes:
Φ =0.90   ACI 318-08   9.3.2
Common values:  f'c = 3,000  psi,   fy = 60,000 psi
Analysis Calculus
Thursday 19th of March 2026 01:07:03 PM
    = 0     = 0     = 0
    = 
    = 0     = 0     = 0
    = 0 (in2)
    = 0
    = 0     = 0 (in2)