Harry James Collins
Engineers at Marthas Gln Rd, Columbia, SC

License number
Colorado 28173
Issued Date
Mar 23, 1992
Renew Date
Nov 1, 2015
Expiration Date
Oct 31, 2017
Type
Professional Engineer
Address
Address
6106 Marthas Glen Rd, Columbia, SC 29209

Personal information

See more information about Harry James Collins at radaris.com
Name
Address
Phone
Harry Collins, age 71
6106 Marthas Glen Rd, Columbia, SC 29209
(803) 783-4141
Harry Collins
6000 N Ocean Blvd, N Myrtle Bch, SC 29582
(843) 280-4194
Harry Collins, age 71
6106 Marthas Glen Rd, Columbia, SC 29209
(803) 783-4141
Harry Collins, age 81
159 Creekside Rd, Branchville, SC 29432
(843) 563-6200

Professional information

See more information about Harry James Collins at trustoria.com
Harry Collins Photo 1
President At Collins Consultants, Inc.

President At Collins Consultants, Inc.

Position:
President at Collins Consultants, Inc.
Location:
Columbia, South Carolina Area
Industry:
Civil Engineering
Work:
Collins Consultants, Inc. - President


Harry Collins Photo 2
Modular Shear Panel For Light Gage Steel Construction Of Multistory Buildings And Method Of Construction

Modular Shear Panel For Light Gage Steel Construction Of Multistory Buildings And Method Of Construction

US Patent:
2008005, Mar 6, 2008
Filed:
Aug 30, 2006
Appl. No.:
11/512132
Inventors:
Harry J. Collins - Columbia SC, US
International Classification:
E04C 3/02
US Classification:
52693
Abstract:
A light gage shear panels used in multistory building construction where it is desirable to have the load bearing walls of successive floors stacked directly on top of each other and structurally connected thereto. Methods of on-site building construction using prefabricated shear panels are disclosed.


Harry Collins Photo 3
Vice President At Wachovia Bank

Vice President At Wachovia Bank

Position:
Vice President at Wachovia Bank
Location:
Columbia, South Carolina Area
Industry:
Banking
Work:
Wachovia Bank - Vice President
Education:
University of South Carolina-Columbia 1982 - 1987


Harry Collins Photo 4
Light Gauge Metal Truss System And Method

Light Gauge Metal Truss System And Method

US Patent:
6658809, Dec 9, 2003
Filed:
May 29, 2001
Appl. No.:
09/865531
Inventors:
Harry J. Collins - Columbia SC
Assignee:
Consolidated Systems, Inc. - Columbia SC
International Classification:
E04C 329
US Classification:
52639, 52 901, 527376, 527317, 5274506
Abstract:
A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section with a base and two substantially parallel legs with recessed web attachment faces and outwardly extending stiffening flanges to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member. The truss system and method provides improved means and methods for positioning and attaching the web members to the chord members as well as improved truss clips for resistance to uplifting forces and improved truss jack clips for forming hip connections.


Harry Collins Photo 5
Light Gauge Metal Truss System And Method

Light Gauge Metal Truss System And Method

US Patent:
7093401, Aug 22, 2006
Filed:
Oct 20, 2003
Appl. No.:
10/687832
Inventors:
Harry J. Collins - Columbia SC, US
Assignee:
Renaissance Steel, LLC - Tampa FL
International Classification:
E04C 3/30
US Classification:
527317, 527295, 52673, 52715, 428596
Abstract:
A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section with a base and two substantially parallel legs with recessed web attachment faces and outwardly extending stiffening flanges to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member. The truss system and method provides improved means and methods for positioning and attaching the web members to the chord members as well as improved truss clips for resistance to uplifting forces and improved truss jack clips for forming hip connections.


Harry Collins Photo 6
Light Gauge Metal Truss System And Method

Light Gauge Metal Truss System And Method

US Patent:
2004011, Jun 24, 2004
Filed:
Oct 20, 2003
Appl. No.:
10/687833
Inventors:
Harry Collins - Columbia SC, US
International Classification:
E04C003/02, E04C003/30, E04H012/00
US Classification:
052/690000, 052/691000, 052/692000, 052/696000
Abstract:
A truss system wherein the structural components and fixtures are formed from light gauge metal. The trusses are fabricated from roll formed truss chord members and truss web members. The truss chord members are roll formed to have a generally U-shaped cross-section with a base and two substantially parallel legs with recessed web attachment faces and outwardly extending stiffening flanges to improve structural capacity thus improving the strength-to-weight ratio of the chord member and minimizing costs. The truss web members are formed by nesting two roll formed C-shaped members to form a web member which is box-shaped in cross section. The web members provide the structural advantages of a box-shaped member and the ease and flexibility of a roll formed member. The truss system and method provides improved means and methods for positioning and attaching the web members to the chord members as well as improved truss clips for resistance to uplifting forces and improved truss jack clips for forming hip connections.


Harry Collins Photo 7
Composite Deck System

Composite Deck System

US Patent:
7743446, Jun 29, 2010
Filed:
Apr 6, 2009
Appl. No.:
12/418801
Inventors:
Harry Collins - Columbia SC, US
Assignee:
Consolidated Systems, Inc. - Columbia SC
International Classification:
E01D 19/12, E01D 101/00
US Classification:
14 73, 14 70, 14 75
Abstract:
A composite a deck system having a deck component and a concrete component. The deck component of the present invention includes deck sections, each having a longitudinally-extending rib with spaced apart sidewalls connected to a top wall. At the opposing ends of the sidewalls can be included side edges or webs having upturned flanges with an opening or openings along the flanges that are dimensioned to facilitate composite action between the deck sections and the concrete. The system includes a first deck section, as described, adjacent to a second deck section, wherein the side edges of the first and second deck sections are in juxtaposed relation. These deck sections can be combined with concrete to form a composite deck.


Harry Collins Photo 8
Composite Deck System

Composite Deck System

US Patent:
7555800, Jul 7, 2009
Filed:
Jan 17, 2006
Appl. No.:
11/333839
Inventors:
Harry Collins - Columbia SC, US
Assignee:
Consolidated Systems, Inc. - Columbia SC
International Classification:
E01D 19/12, E01D 101/26
US Classification:
14 73, 404 70, 404 75
Abstract:
A composite a deck system having a deck component and a concrete component. The deck component of the present invention includes deck sections, each having a longitudinally-extending rib with spaced apart sidewalls connected to a top wall. At the opposing ends of the sidewalls can be included side edges or webs having upturned flanges with an opening or openings along the flanges that are dimensioned to facilitate composite action between the deck sections and the concrete. The system includes a first deck section, as described, adjacent to a second deck section, wherein the side edges of the first and second deck sections are in juxtaposed relation. These deck sections can be combined with concrete to form a composite deck.