System:
     

Material:

Design Wind Load: psf
Allowable Deflection = L/

Mullion span ( L ) :

ft
Mullion spacing: ft
Moment of Inertia: in4

Actual Deflection:

0

in
Allowable Deflection:

0

in
Maximum bending moment: 0 lb*in

Reactions: R1 = R2 =

0

lbs
 
Note: This analysis is provided only for estimation.
         For a precise analysis please contact us.