Mullion analysis - Twin Span

                                                                                       
System:

Material:

Design Wind Load: psf
Allowable Deflection = L /

Mullion span ( L ):

ft
Mullion spacing: ft
Moment of Inertia: in4
Section Modulus: in3
 

Actual Deflection:

0

in
Allowable Deflection:

0

in
Maximum bending moment: 0 lb*in

Reactions: R1 = R3 =

0

lbs
Reaction: R2 = 0 lbs
Actual Stress: 0 psi  
Allowable Stress: 10000 psi   (6061-T6)

Note: This analysis is provided only for estimation. 
For a precise analysis please contact Peeck Design.