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Constantine J Shuhaibar

from San Francisco, CA
Age ~58
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Also known as:
Constantine Jawdat Shuhaibar, Constantin Shuhaibar, Constanti J Shuhaibar, Constantine J Shuhaiber
Phone and address:
325 Berry St, San Francisco, CA 94158
(415) 982-1192
Connected to:
Monica A Shuhala, 30Gertrude F Shuhart, 104Harvey A Shuhart, 92Jared R Shuhart, 39Kara N Shuhart, 34Victoria I Shuhart, 72Brandon W Shuherk, 32Jeremy D Shuherk, 46Daniel R Shuhet, 49Dolores M Shuhilo, 96

Constantine Shuhaibar Phones & Addresses

  • 325 Berry St, San Francisco, CA 94158 (415) 982-1192
  • 325 Berry St APT 310, San Francisco, CA 94158 (415) 640-3717
  • 2133 Stockton St, San Francisco, CA 94133 (415) 982-1192
  • Ithaca, NY
  • 325 Berry St APT 310, San Francisco, CA 94158 (415) 982-1192

Work

Company: Shuhaibar engineers Jan 2001 Position: President

Education

Degree: Doctorates, Doctor of Philosophy School / High School: Cornell University 1990 to 1994 Specialities: Engineering

Skills

Structural Engineering • Concrete • Structural Analysis • Masonry • Steel Structures • Civil Engineering • Construction Management • Construction • Forensic Engineering • Structural Engineers • Foundation Design • Autocad • Value Engineering • Steel • High Rise • Steel Design • Seismic Design • Retaining Walls • Green Building • Wood • Bim • Construction Drawings • Project Estimation • Submittals • Bridge • Feasibility Studies • Foundations • Geotechnical Engineering • Leed Ap • Revit • Steel Detailing • Timber

Industries

Construction

Resumes

Resumes

Constantine Shuhaibar Photo 1

President

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Location:
San Francisco, CA
Industry:
Construction
Work:
Shuhaibar Engineers
President
Education:
Cornell University 1990 - 1994
Doctorates, Doctor of Philosophy, Engineering
Skills:
Structural Engineering
Concrete
Structural Analysis
Masonry
Steel Structures
Civil Engineering
Construction Management
Construction
Forensic Engineering
Structural Engineers
Foundation Design
Autocad
Value Engineering
Steel
High Rise
Steel Design
Seismic Design
Retaining Walls
Green Building
Wood
Bim
Construction Drawings
Project Estimation
Submittals
Bridge
Feasibility Studies
Foundations
Geotechnical Engineering
Leed Ap
Revit
Steel Detailing
Timber

Publications

Us Patents

Moment-Resistant Building Frame Structure Componentry And Method

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US Patent:
20030041549, Mar 6, 2003
Filed:
Aug 30, 2001
Appl. No.:
09/943711
Inventors:
Robert Simmons - Hayward CA, US
Walid Hicham Naja - San Carlos CA, US
Constantine Shuhaibar - San Francisco CA, US
International Classification:
E04H012/00
US Classification:
052/655100
Abstract:
Column-beam building frame structure, wherein columns and beams are interconnected to distribute and share all lateral loads through collars that encircle columns at the nodal points of attachments between columns and beams. Each collar includes inner and outer components which seat, and gravity-lock together, during frame construction, and which also to offer a certain amount of immediate moment resistance to lateral loads. Tension bolt and nut assemblies lock the inner and outer collar components together, and with these assemblies in place, the collars (which circumsurround the beams) function to deliver beam moment loads as plural-position, angularly distributed compression loads to different side regions of columns.

Self-Reinforced Opening

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US Patent:
20110197546, Aug 18, 2011
Filed:
Feb 11, 2011
Appl. No.:
13/026184
Inventors:
Constantine Shuhaibar - San Francisco CA, US
International Classification:
E04C 3/00
B21D 47/01
US Classification:
52837, 2989735
Abstract:
A self-reinforced structural member is disclosed. The structural member includes a vertical web between a first horizontal flange and a second horizontal flange. The vertical web includes a self-reinforced opening formed from cut portions of the web.

Split Gusset Connection

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US Patent:
20190271145, Sep 5, 2019
Filed:
May 20, 2019
Appl. No.:
16/417365
Inventors:
Constantine Shuhaibar - San Francisco CA, US
International Classification:
E04B 1/24
Abstract:
A gusset connection that allows greater relative movement between connected structural members and simplifies erection in the field. The gusset connection can be a first gusset portion moveably connected to a vertical column and a second gusset connection moveably connected to a horizontal beam.

Split Gusset Connection

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US Patent:
20180087264, Mar 29, 2018
Filed:
Oct 3, 2017
Appl. No.:
15/724072
Inventors:
Constantine Shuhaibar - San Francisco CA, US
International Classification:
E04B 1/24
Abstract:
A gusset connection that allows greater relative movement between connected structural members and simplifies erection in the field. The gusset connection can be a first gusset portion moveably or fixedly connected to a vertical column and a second gusset connection moveably or fixedly connected to a horizontal beam. A diagonal brace is moveably or fixedly connected to the gusset connection. The first and second gusset portions are not directly connected to each other to allow relative movement between the column, beam, and diagonal brace.

Structural System And Method Using Monolithic Beams Having Improved Strength

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US Patent:
20180038105, Feb 8, 2018
Filed:
Oct 13, 2017
Appl. No.:
15/782932
Inventors:
Constantine Shuhaibar - San Francisco CA, US
International Classification:
E04C 3/06
Abstract:
Exemplary embodiments include a structural system for replacing a standard beam. The standard beam has a weight per unit length, a depth in a load direction, a characteristic cross-sectional shape and a width in a cross direction substantially perpendicular to the load direction. The structural system includes a monolithic beam having the characteristic cross-sectional shape and the depth in the load direction. The monolithic beam may also have the weight per unit length. The monolithic beam includes first and second flanges connected by a transverse section. The first and second flanges extend in the cross direction and have first and second thicknesses, respectively, in the load direction. The flanges are not wider than the width in the cross direction. At least one of the flanges has the width in the cross direction. The thicknesses are different. The flanges and the transverse section are an integrated structure forming the monolithic beam.

Structural System And Method Using Monolithic Beams Having Improved Strength

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US Patent:
20180030730, Feb 1, 2018
Filed:
Oct 12, 2017
Appl. No.:
15/782800
Inventors:
Constantine Shuhaibar - San Francisco CA, US
International Classification:
E04C 3/06
E04C 3/293
E04C 3/04
Abstract:
Exemplary embodiments include a structural system for replacing a standard beam. The standard beam has a weight per unit length, a depth in a load direction, a characteristic cross-sectional shape and a width in a cross direction substantially perpendicular to the load direction. The structural system includes a monolithic beam having the characteristic cross-sectional shape and the depth in the load direction. The monolithic beam may also have the weight per unit length. The monolithic beam includes first and second flanges connected by a transverse section. The first and second flanges extend in the cross direction and have first and second thicknesses, respectively, in the load direction. The flanges are not wider than the width in the cross direction. At least one of the flanges has the width in the cross direction. The thicknesses are different. The flanges and the transverse section are an integrated structure forming the monolithic beam.

Structural System And Method Using Monolithic Beams Having Improved Strength

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US Patent:
20170002565, Jan 5, 2017
Filed:
Nov 12, 2015
Appl. No.:
14/940051
Inventors:
Constantine Shuhaibar - San Francisco CA, US
International Classification:
E04C 3/06
Abstract:
Exemplary embodiments include a structural system for replacing a standard beam. The standard beam has a weight per unit length, a depth in a load direction, a characteristic cross-sectional shape and a width in a cross direction substantially perpendicular to the load direction. The structural system includes a monolithic beam having the characteristic cross-sectional shape and the depth in the load direction. The monolithic beam may also have the weight per unit length. The monolithic beam includes first and second flanges connected by a transverse section. The first and second flanges extend in the cross direction and have first and second thicknesses, respectively, in the load direction. The flanges are not wider than the width in the cross direction. At least one of the flanges has the width in the cross direction. The thicknesses are different. The flanges and the transverse section are an integrated structure forming the monolithic beam.

Split Gusset Connection

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US Patent:
20140318075, Oct 30, 2014
Filed:
Feb 14, 2012
Appl. No.:
14/006963
Inventors:
Constantine Shuhaibar - San Francisco CA, US
International Classification:
E04B 1/24
US Classification:
52712, 5274521
Abstract:
A gusset connection that allows greater relative movement between connected structural members and simplifies erection in the field. The gusset connection can be a first gusset portion moveably or fixedly connected to a vertical column and a second gusset connection moveably or fixedly connected to a horizontal beam. A diagonal brace is moveably or fixedly connected to the gusset connection. The first and second gusset portions are not directly connected to each other to allow relative movement between the column, beam, and diagonal brace.
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Constantine J Shuhaibar from San Francisco, CA, age ~58 Get Report