|
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 |
(6063-T6) |
|
Note: This analysis is provided only
for estimation.
|
|
For a precise analysis please contact us.
|