MISSION
PARTNERS
MISSION
To design safe, functional and economically sustainable structures that meet architectural demands and align with our client's scheduling and budgetary requirements.
VISION
PARTNERS
MISSION
To become an industry leader in the structural design and analysis of buildings by providing our clients with high quality engineering services.
PARTNERS
PARTNERS
PARTNERS
utherford + Chekene
Company with which we cooperate for the structural design and calculation.
CESAR MENDEZ FRANCO
RESUME
César Méndez Franco
He has worked for more than 20 years in the design and structural calculation of steel buildings, reinforced concrete, masonry, as well as foundations, all of them applied to office buildings, housing, warehouses and industrial plants, among others.
He currently serves as General Director of the structural analysis, calculation and design company César Méndez Franco, S.C., which has more than 17 years in the market and is a company that specializes in seismic design, applying new technologies and tools such as Buckling Restrained Braces (BRB's), this technology has many applications in the construction of structures.
Also, he has had an active participation in the area of structural design both nationally and internationally, he has participated in very important projects such as: Torre Mitikah, Torre Reforma Latino, AUDI Automobile Plant (Puebla), Villa Panamericana, more than 10 high towers in Bosque Real, among others.
GRADUATE:
- Master Degree in Structures
- Graduate Studies Division, Faculty of Engineering.
- Universidad Nacional Autonoma de Mexico (UNAM) (2001-2002).
- Obtaining Degree and professional identification card (October 2005) with a thesis titled:
- "Changing a building group B1 to group A, by using energy-dissipating devices type viscous (Taylor)"
- Thesis Director:
- M. in C. Enrique Martinez Romero
DEGREE:
- Civil Engineering
- Faculty of Engineering
- Universidad Nacional Autonoma de Mexico (UNAM) 1993-1997
- Obtaining Degree and professional certificate (June 2000) with a thesis titled: "Analysis and design of a tall building into condominiums using a steel-concrete composite structure"
- Thesis Director: M. in C. Enrique Martinez Romero
ACTIVE MEMBER:
- Colegio de Ingenieros Civiles de México (CICM)
- Sociedad Mexicana de Ingeniería Estructural (SMIE)
- Sociedad Mexicana de Ingeniería Sísmica (SMIS)
- Asociación Mexicana de Directores Responsables de Obra y Corresponsables (AMDROC)
- Instituto Mexicano de la Construcción en Acero (IMCA)
- Asociación Nacional de Corresponsables en Seguridad Estructural y Figuras Afines(ANCOSE)
- American Institute of Steel Construction (AISC)
- American Concrete Institute (ACI)
CORRESPONSABLE EN SEGURIDAD ESTRUCTURAL
Registration Number: C/SE-0212-N2
PERITO PROFESIONAL EN SEGURIDAD ESTRUCTURAL COLEGIO DE INGENIEROS CIVILES DE MÉXICO “CICM”
Registration Number: PPSE-052
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LA VISTA RESIDENCES
LA VISTA RESIDENCES
12-story building with ground floor and rooftop terrace
The total construction area is approximately 5,430 m²
Structure: Reinforced concrete load-bearing walls and deep beams
Location: State of Mexico
REFORMA 36
REFORMA 36
Tower M 1 basement level, 40 residential levels. Structured with steel frames and concrete walls.
Slab-on-grade steel decking and solid concrete slab.
Location: Mexico City
PALM
PALM
Tower 1, 2, 3
Hybrid structure, with steel beams and concrete-filled slabs
Foundation on concrete piles connected with tie beams
Location: Acapulco, GR
NAUMA LOMAS
NAUMA LOMAS
Bridge at level 27 between the two buildings known as Tower A and Tower B, Nauma Lomas
Infrastructure of I-beams between buildings, connected by sliding supports in both buildings
Main beams on sliding supports, secondary beams, and a steel deck floor system with lightweight concrete.
Location: State of Mexico.
INSURGENTES 86
INSURGENTES 86
It consists of two 20-story towers for residential use.
The structural system comprises rigid frames stiffened with walls and bracing.
Concrete columns and W-profile steel beams.
The floor system will be a composite steel deck supported by the beams and secondary joists.
Location: Mexico City.
A7 SKY PUEBLA
A7 SKY PUEBLA
The building's structure will be based on rigid frames formed by reinforced concrete beams and columns.
The basement and ground floor will have a solid concrete slab foundation.
The foundation will consist of piles driven to a depth of 10 meters.
Location: Tlaxcalancingo, Puebla
PUNTO TORRES
PUNTO TORRES
The structure consists of a base for parking and amenities, and two levels for commercial use.
Location: Mexico City
IMSS YECAPIXTLA
IMSS YECAPIXTLA
It consists of 6 sections with a concrete frame structure.
Foundation based on reinforced concrete piles.
And a base isolator system.
Location: Yecapixtla, Morelos
BASEMENT REINFORCEMENT BUILDING GUARDIOLA
BASEMENT REINFORCEMENT BUILDING GUARDIOLA
Mixed Steel-Concrete Structure
It consists of three basements, a ground floor, a mezzanine, and seven upper levels.
It has a rectangular floor plan with an area of 1843.83 m²
A maximum total height from sidewalk level of 40.85 m
For use as offices of the Bank of Mexico
Location: Mexico City
EXPANSION AND REMODELING OF TERMINAL 1, NEW DOCK C, AMP
EXPANSION AND REMODELING OF TERMINAL 1, NEW DOCK C, AMP
EXPANSION AND REMODELING OF TERMINAL 1, NEW DIKE C, EXPANSION OF THE PROCESSING BUILDING,
AT THE TIJUANA INTERNATIONAL AIRPORT