1B.1 Simple Beam -Uniformly Load--
Friday 19th of June 2026 01:27:21 PM
Laterally Braced
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
Span L(ft):
ws(k/ft):
Fy(ksi):
E(ksi):
φb:
Results
For: 
Section Modulus
Req. Sx(in3)= 0
Check=  
Deflection Criteria
Def@Cent(in)= 0 
L/360(in)= 0 
L/240(in)= 0 
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 01:27:21 PM
    w=0 k/ft
    R1=0 k     R2=0 K AISC 13th_Ed Table 3-23
    M= k-in     Δc;=0 in AISC 13th_Ed Table 3-23
    Δc360;=0 in     Δc240;=0 in
    Sreq=0 (in3)
    Check Sx=