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Rizzo Associates

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Structural Engineer
Job#: 173064
Positions: 1
Posted: 12/06/2013
Job Type: Full Time
Location: Pittsburgh, PA
Department: Structural Engineering
Category: Engineering
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Job Description

Education Requirements: M.S. Structural or Civil Engineering

Experience Requirements: Experience with Static/Dynamic and Linear/Non-linear structural analysis, including but not limited to:

  • Pushover analysis,
  • Moving load analysis,
  • Contact/interaction analysis,
  • Time history analysis,
  • Response spectrum analysis,
  • Steady state/Harmonic response analysis
  • Staged construction

Seismic analysis/design of steel, reinforced concrete, and precast concrete structures: 

  • Buildings
  • Building Foundations
  • Machine foundations
  • Dams
  • Culverts
  • Industrial facilities
  • Piping System
  • Mechanical Equipment

Working knowledge of various design codes, including but not limited to:

  • ACI 318
  • AISC 360
  • AISC 341
  • ASCE 4, ASCE 7
  • IBC, UBC
  • ASME Boiler and Pressure Vessel Code – Sections I, II and III
  • ASME B31.1 and 31.3 Piping Codes
  • ASME AG-1for Nuclear HVAC Equipment
  • IEEE 344 and 323 for Seismic Qualifcation of Equipment for NPP Service

Familiarity and working knowledge of various software:

  • SAP2000
  • RISA 3D
  • STAAD.Pro
  • GT-Strudl
  • Mathcad
  • Mathematica
  • Matlab
  • Revit Structures
  • Hypermesh
  • Hyperview

Number of Available Positions: 1+

Position Location:  Pittsburgh, PA

Paul C. Rizzo Associates, Inc. is an award-winning, highly focused firm specializing in all aspects of the civil engineering and earth sciences fields for the dams, nuclear power plants, and tunneling markets. For over a quarter century our firm has worked around the world on unique, challenging, and technically demanding projects. We take pride in our commitment to providing personal and professional services in a responsive, high quality manner, and continually strive to exceed our clients’ expectations by providing innovative and economically smart solutions.


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