Concrete-- Rectangular --Top & Bottom reinforced-
Sunday 21st of June 2026 07:44:50 AM

--by DC--
Input Data:
     in2
h(ft): Strand_Area Asts(in2):
b(in): Qty strands Nsts:
t(in): W_Conc wcon(pcf):
DL1(kips): Thermal_Coef ct(in/in/°F):
LL1(kips): Temp_Dif(O-I)_Dt(°F):
DL2(kips): Fpu(ksi):
LL2(kips): Φ Fpu:
e(in): stiffnes ΦK:
WL(psf):
f'c(psi):
Ec(ksi):
ebow(in):
eai(in):
Results:
Tension, negative stress values.
Permissible Tension (psi)     0
Permissible Compression (psi)     0
Applied stress (psi)     0
Applied stress (psi)     0
bow size at middle (in)     0
L/240 bow size at middle (in)     0
Minimum presstress (psi)     0
PCI-7 Ed 5.9.3  ACI 318-08
Common values:  f'c = 4000 psi,     Fpu=270 psi, Φk =0.85
Analysis Calculus
Sunday 21st of June 2026 07:44:50 AM
   pst = 0  psi    CHKp = 
   DL = 0  Kip    LL = 0  Kip    DLu = 0  Kip
   Pu = 0  Kip    Pu2 = 0  Kip
   Ig = 0  in4    Bdx = 0     ELe= 0 kip(in2)
   Pc = 0  Kip    CHK1 =  
   α =0      Δt = 0     Wu= 0 plf
   ELe2 = 0  kip(in2)    Δw = 0  in    Δpa= 0 in)
   Δp = 0  in    Δi = 0  in    def1= 0 kip in
   defo = 0  in    dele = 0     emid= 0 in
   Mua1 = 0  kip in    Mua2 = 0  kip in    Mua3= 0 kip in
   Muwin = 0  kip in    Mumid= 0 kip in
   Sdef = 0  psi    swall = 0  psi    sload= 0 psi
   Nts = 0  psi    Co_Ten =      crackMt = 0  psi
   Ckcrack=      CoComMax = 0  psi    CoLimit = 0  psi
   CkCoComp=