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Structural Metals in Sacramento

Discount Metal Panels, Inc. designs and manufactures its own structural metal products including metal beams and structural metal purlins right here in Sacramento, CA.

Structural Z-Purlins, C-Purlins and custom shapes are available in a variety of sizes and gauges in lengths up to 30’.

Structural Framing and Span Engineering


Discount Metal Panels | Structural Metals Sacramento

Discount Metal Panels, Inc.

PO Box 420
3485 Swetzer Road Loomis, CA 95650
(916) 652-7627 Fax: (916) 652-7629

Discount Metal Panels, Inc. designs and manufactures its own products onsite.

Discount Metal Panels | Structural Metals Sacramento

DMP Inc. has been in the sheet metal and architectural roofing fabrication business since 1975. Our expansion into structural components has provided our clients with the variety needed in the metal construction trade.

Discount Metal Panels | Structural Metals Sacramento

Structural Z-Purlins, C-Purlins and Custom Shapes are available in a variety of sizes and gauges in length up to 30'.
Discount Metal Panels | Structural Metals Sacramento
Discount Metal Panels, Inc. 30', 450 Ton Press Brake


STANDARD HI TENSILE CEE AND ZEE SECTIONS

Discount Metal Panels | Structural Metals Sacramento Discount Metal Panels | Structural Metals Sacramento
Discount Metal Panels | Structural Metals Sacramento

NOTES:

  1. Section properties have been determined in accordance with A.I.S.I specifications, 1968 edition.
  2. Uniform load tables are based on simple spans.
  3. Members are fabricated from steel with 50, 000 PSI minimum yield.
  4. Tables assume full lateral support, see section 3.3 and 5.2 of A.I.S.A. for bracing requirements.

DEEP WEB HI TENSILE CEE AND ZEE SECTIONS

Discount Metal Panels | Structural Metals Sacramento
Discount Metal Panels | Structural Metals Sacramento

NOTES:

  1. Section properties have been determined in accordance with A.I.S.I specifications, 1968 edition.
  2. Uniform load tables are based on simple spans.
  3. Members are fabricated from steel with 50, 000 PSI minimum yield.
  4. Tables assume full lateral support, see section 3.3 and 5.2 of A.I.S.A. for bracing requirements.