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Minhaj A Kirmani

from Lexington, MA
Age ~84

Minhaj Kirmani Phones & Addresses

  • 28 Stimson Ave, Lexington, MA 02421 (781) 862-5938
  • 928 Stimson Ave, Lexington, MA 02173
  • 102 Overlook Cir, East Falmouth, MA 02536 (508) 457-5583
  • Arlington, MA
  • 2134 Commonwealth Ave, Auburndale, MA 02466 (617) 558-8067
  • 9341 Collins Ave, Miami, FL 33154 (305) 861-4721
  • 9341 Collins Ave #1004, Miami Beach, FL 33154 (305) 861-4721
  • Surfside, FL
  • Belmont, MA
  • Amesbury, MA
  • Cambridge, MA
  • Pewaukee, WI

Work

Company: Weidlinger associates Mar 1984 Position: Principal

Education

Degree: M.S and Ph.D School / High School: University of Massachusetts, Amherst 1965 to 1976 Specialities: Structural Engineering

Interests

Design of deep underground structures, A...

Industries

Civil Engineering

Professional Records

License Records

Minhaj A Kirmani

Address:
Lexington, MA 02421
License #:
26353 - Active
Issued Date:
May 19, 1972
Expiration Date:
Jun 30, 2018
Type:
Structural Engineer
Organization:
WEIDLINGER ASSOC

Resumes

Resumes

Minhaj Kirmani Photo 1

Principal At Weidlinger Associates

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Position:
Principal at Weidlinger Associates
Location:
Greater Boston Area
Industry:
Civil Engineering
Work:
Weidlinger Associates since Mar 1984
Principal

Doxiadia Associates, Athens, Greece Mar 1961 - Aug 1965
Structural/Civil Engineer

Doxiadis Assocites, Athens, Greece Feb 1961 - Aug 1965
Civil Engineer
Education:
University of Massachusetts, Amherst 1965 - 1976
M.S and Ph.D, Structural Engineering
University of Karachi, Pakistan 1957 - 1961
B.S, Civil Engineering
Interests:
Design of deep underground structures, Advanced Analytical Concepts, Structural design of high rise buildings, Construction Support Engineering for Infrastructures.

Business Records

Name / Title
Company / Classification
Phones & Addresses
Minhaj Kirmani
General Manager, Partner, President
Weidlinger Associates, Inc
Structural Engineers · Structural Engineer · Engineering Svcs
27 Wormwood St, Boston, MA 02210
201 Broadway, Cambridge, MA 02139
1 Broadway, Cambridge, MA 02142
(617) 374-0000, (617) 374-0010

Publications

Us Patents

Modular Construction Mold Apparatus And Method For Constructing Concrete Buildings And Structures

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US Patent:
20110011018, Jan 20, 2011
Filed:
Jul 15, 2009
Appl. No.:
12/503414
Inventors:
Frank Johnson - Boston MA, US
Minhaj Kirmani - Lexington MA, US
International Classification:
E04B 1/19
E04B 1/00
E04B 1/16
US Classification:
5222311, 5274505, 52378
Abstract:
A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill. The panelized encasement assemblies remain in place following casting protecting and insulating the resulting composite concrete and steel buildings and structures.

Modular Construction Mold Apparatus And Method For Constructing Concrete Buildings And Structures

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US Patent:
20160362867, Dec 15, 2016
Filed:
Aug 3, 2016
Appl. No.:
15/207162
Inventors:
Frank K. Johnson - Boston MA, US
Minhaj Kirmani - Lexington MA, US
Assignee:
Megamold Infrastructure Systems LLC - Hingham MA
International Classification:
E02D 29/09
E04B 2/86
E04C 5/06
E04B 1/16
Abstract:
A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill. The panelized encasement assemblies remain in place following casting protecting and insulating the resulting composite concrete and steel buildings and structures.

Modular Construction Mold Apparatus And Method For Constructing Concrete Buildings And Structures

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US Patent:
20160340855, Nov 24, 2016
Filed:
Aug 3, 2016
Appl. No.:
15/207144
Inventors:
Frank K. Johnson - Boston MA, US
Minhaj Kirmani - Lexington MA, US
Assignee:
Megamold Infrastructure Systems LLC - Hingham MA
International Classification:
E02D 29/09
B28B 23/02
B28B 1/14
E04B 1/16
E04B 2/86
Abstract:
A modular steel-framed construction mold apparatus comprised of a plurality of contiguous foundation, cavity wall and roof deck void spaces defined and formed by assemblies of interlocking encasement panels and connectors integrally attached to a structural steel grillage for accepting, containing, and shaping wet concrete fill, a method for forming, casting, and encasing monolithic composite concrete and steel buildings and structures in situ using said mold apparatus, and a permanently encased monolithic composite concrete and steel structure constructed by employing the foregoing modular mold apparatus and method of concrete construction. The structural steel grillage supports the encasement assemblies before and during the casting process, becoming fully embedded within the cast concrete, and provides tensile strength complementing the compressive strength of concrete fill. The panelized encasement assemblies remain in place following casting protecting and insulating the resulting composite concrete and steel buildings and structures.
Minhaj A Kirmani from Lexington, MA, age ~84 Get Report