![]() |
Aluminum I Beam: 10.00 × 8.646
Home |
Directory |
Career |
News |
Industrial
|
|
|
|
Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam » 10.00 × 8.646
Aluminum I Beam |
Single Span
|
Two Equal Spans
|
Three Equal Spans
|
Four Equal Spans
and the maximum normal stress occur at the center of the beam.![]() of aluminum alloys can range from 4061 to 7.614 × 104 psi. The purpose of this page is to give a rough estimation of the load-bearing capacity of this particular beam, rather than a guideline for designing actual building structures. Please check your local building codes for regulatory requirements.
Note: The weight of the beam itself is not included in the calculation.
Additional Information
Related Glossary Pages
Glossary: Beams: Simply Supported: Uniformly Distributed Load: Three Equal Spans: Wide Flange Steel I Beam: W8 × 35
Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: Wide Flange Steel I Beam: W24 × 84 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Three Equal Spans: Wide Flange Steel I Beam: W21 × 68 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Single Span: Wide Flange Steel I Beam: W12 × 65 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: Wide Flange Steel I Beam: W12 × 136 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Three Equal Spans: Wide Flange Steel I Beam: W14 × 26 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Four Equal Spans: Wide Flange Steel I Beam: W18 × 65 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Four Equal Spans: Wide Flange Steel I Beam: W12 × 152 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: Wide Flange Steel I Beam: W27 × 102 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: Wide Flange Steel I Beam: W21 × 93 Related Pages
Square L Beam
Aluminum Channels. Common Beams. Square I-Beam · Tapered I-Beam · Uneven I-Beam · General Shape · Square Channel · Tapered Channel. Square L Beam ...
Specific Beam Loading Case: Simply Supported: Center Load
Specific Beam Loading Case: Simply Supported: Center Load.
eFunda: Glossary: Materials: Alloys: Aluminum Alloy: AA 5050
This calculator computes the displacement of a simply-supported circular plate with free edge under a uniformly distributed load. ...
Centroid, Area, Moments of Inertia, Polar Moments of Inertia ...
Aluminum Channels. Common Beams. Square I-Beam · Tapered I-Beam · Uneven I-Beam · General Shape · Square Channel · Tapered Channel · Square L Beam ...
eFunda: Glossary: Materials: Alloys: Aluminum Alloy: AA 2124
This calculator computes the displacement of a clamped circular plate under a uniformly distributed load. eFunda: Plate Calculator -- Clamped rectangular ...
American Standard Steel Channels
C10 × 30, 8.82, 10.00, 3.033, 0.436, 0.673, 103, 20.7, 3.42, 3.94, 1.65, 0.669 ... C10 × 25, 7.35, 10.00, 2.886, 0.436, 0.526, 91.2, 18.2, 3.52, 3.36, 1.48 ...
Aluminum Ibeams Search Page
Aluminum Ibeams Search Page. ... For Example: 12 × 14.292 is an I-Beam 12 inches deep and weighing 14.292 lbs/ft. Check all the I-Beams you would like to ...
eFunda: Properties of Tool Steel AISI M47
Composition. Element, Weight %. C, 1.05-1.15. Mn, 0.15-0.40. Si, 0.20-0.45. Cr, 3.50-4.00. Ni, 0.3. Mo, 9.25-10.00. W, 1.30-1.80. V, 1.15-1.35 ...
eFunda: Plate Calculator -- Free-Clamped rectangular plate with ...
This calculator computes the maximum stress of a free on one edge, clamped on three edges rectangular plate under a uniformly distributed load. ...
Specific Beam Loading Case: Simply Supported: Uniform Load
Specific Beam Loading Case: Simply Supported: Uniform Load.
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||