![]() |
Aluminum I Beam: 7.00 × 5.800
Home |
Directory |
Career |
News |
Industrial
|
|
|
|
Glossary » Beams » Simply Supported » Uniformly Distributed Load » Four Equal Spans » Aluminum I Beam » 7.00 × 5.800
Aluminum I Beam |
Single Span
|
Two Equal Spans
|
Three Equal Spans
|
Four Equal Spans
occuring at the second and fourth supports 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: W14 × 38
Glossary: Beams: Simply Supported: Uniformly Distributed Load: Four Equal Spans: Wide Flange Steel I Beam: W24 × 104 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: S Section Steel I Beam: S8 × 23 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: Wide Flange Steel I Beam: W8 × 15 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: Aluminum I Beam: 6.00 × 4.030 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Single Span: Wide Flange Steel I Beam: W18 × 97 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Single Span: Wide Flange Steel I Beam: W18 × 35 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: Wide Flange Steel I Beam: W14 × 82 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Single Span: Wide Flange Steel I Beam: W12 × 230 Glossary: Beams: Simply Supported: Uniformly Distributed Load: Two Equal Spans: S Section Steel I Beam: S12 × 31.8 Related Pages
eFunda: Glossary: Beams: Simply Supported: Uniformly Distributed ...
7.00 × 105, 0.0293, 4.53 × 104. 8.00 × 105, 0.0335, 5.18 × 104 ... 7.00 × 104, 0.0226, 1.26 × 104. 8.00 × 104, 0.0258, 1.44 × 104 ...
eFunda: Properties of Aluminum Alloy A380.0
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam · Materials » Alloys » Aluminum Alloy » Cast » 356.0 ...
Euler-Bernoulli Beam Equation
where p is the distributed loading (force per unit length) acting in the same direction as y (and w), E is the Young's modulus of the beam, and I is the ...
Aluminum Ibeams Search Page
Beams » Simply Supported » Uniformly Distributed Load » Single Span » Aluminum I Beam · Beams » Simply Supported » Uniformly Distributed Load » Single Span ...
eFunda: Glossary: Beams: Simply Supported: Uniformly Distributed ...
7.00 × 105, 0.0103, 1.96 × 104. 8.00 × 105, 0.0118, 2.24 × 104 ... 7.00 × 106, 0.103, 1.96 × 105. 8.00 × 106, 0.118, 2.24 × 105 ...
eFunda: Glossary: Beams: Simply Supported: Uniformly Distributed ...
7.00 × 105, 0.0358, 8.51 × 104. 8.00 × 105, 0.0409, 9.72 × 104 ... 7.00 × 104, 0.0276, 2.36 × 104. 8.00 × 104, 0.0316, 2.70 × 104 ...
eFunda: Glossary: Beams: Simply Supported: Uniformly Distributed ...
eFunda Glossary for beams, Simply Supported, Uniformly Distributed Load, ... Clamped circular plate with uniformly distributed load. where is the bending ...
eFunda: Glossary: Beams: Simply Supported: Uniformly Distributed ...
Steel W Type I-Beam · Steel S Type I-Beam · Steel Channels · Steel Angles · Aluminum I-Beams · Aluminum Channels. Common Beams . ...
Steel S Section I-Beams
Check all the I-beams you would like to see properties for and then click GET. ... Beams » Simply Supported » Uniformly Distributed Load » Single Span ...
eFunda: Plate Calculator -- Free-Simply supported rectangular ...
This calculator computes the displacement of a simply-supported rectangular plate with one free edge under a uniformly distributed load.
|
||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||