Bending & Deflection Check
Sunday 21st of June 2026 07:35:17 AM
Steel Plate
Input Data
L(in):
P(kip):
b(in):
h(in):
fy(ksi):
E(ksi):
φb:
Results
Section Modulus
Req. Sx(in3)= 0
Prov. Sx(in3)= 0
Check=  
Deflection Criteria
Def@Cent(in)= 0 
L/480(in)= 0 
L/360(in)= 0 
L/240(in)= 0 
Analysis
Ix=0 in4  Sx=0 in3
R=0 Kip M=0 K-in
Sreq=0 in3
Δc=0 in
Δc240=0 in
Δc360=0 in
Δc480=0 in
Check=