Concrete-- Rectangular --Top & Bottom reinforced-
Friday 19th of June 2026 01:27:24 PM

--by DC--
Steel Beam
Shape:
A(in2)= 0 d(in)= 0
b(in)= 0 Wt(lb/ft)= 0
Sx(in3)= 0 Sy(in3)= 0
Ix(in4)= 0 Iy(in4)= 0
Input Data
P(kip):
Span L(ft):
Span a(ft):
ws(k/ft):
Fy(ksi):
E(ksi):
φb:
Results
For: 
Section Modulus
Req. Sx (in3)= 0
Check=  
Reactions
R1 (K)= 0 
R2 (K)= 0 
Deflection Criteria
Def@center (in)= 0 
Def_L/240@c(in)= 0 
Def_L/360@c(in)= 0 
Def_240 Chk=  
Def_360 Chk=  
ASD Design:
Ws = Service loads without self weight (k/ft)
φb=0.60   (=1/1.67 AISC  Table 3-2)
Analysis Calculus
Friday 19th of June 2026 01:27:24 PM
   
    w=0 k/ft     R1w=0 kip     R2w=0 kip
    Mw=0 kip in     Dcw=0 in     Sxw=0 in3     R1p=0 kip
   
    R2p=0 kip     Mp=0 kip in     Dcp=0 in     Sxp=0 in3
   
    Mt=0 kip in     R1t=0 kip     R2t=0 kip     Dt=0 in
    Sxt=0 in3     D360=0 in     D240=0 in     Check= 
    Chek2=      Check3= 
    CheckL=