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JUL WIGIANTO, M.S, P.E, M.ASCE

**** ******** *****, *********, ***** 76016 817-***-**** - acw0rk@r.postjobfree.com Education

The University of Texas at Arlington, Arlington, Texas: Master of Engineering in Civil Engineering. Concentration in Structural Analysis and Design. The University of Texas at Arlington, Arlington, Texas: Bachelor of Science in Civil Engineering. Graduated with High Honors. Professional Employment

2014 - 2016: Design Engineer - Derr & Isbell Construction LLC.

+ Provided engineering analysis and design for the steel construction. 2012 - 2014: Design Engineer - FWT LLC.

+ Provided engineering analysis and design for the Utility Division. 1996 – 2011: VP - Erection Consulting Group, Inc. - a subsidiary of Bosworth Steel Erectors, Inc.

+ Provided engineering design and analysis for steel erection stages analysis for multi-story building, roof truss structure of sport arena, airplane hangar and sky-bridge.

+ Provided engineering design and detail of falsework tower, heavy rigging equipment and erection aid material.

+ Performed 3D computer analysis for construction stages.

+ Proposed new steel connection details to facilitate steel construction and save labor cost.

+ Reviewed Engineer of Record connection detail.

+ Reanalyzed EOR steel framing for our construction feasibility study.

+ Had spotted EOR error that could be fatal if left unchecked.

+ Introduced preassembled methods of construction to speed up steel construction.

+ Provided solutions for challenging field site condition that require site layout and computer analysis.

+Coordinated with field supervisors to ensure that all company resources were utilized for optimal profit and efficiency.

1993 – 1996: Vice President - John F. Beasley Engineering, Inc.

+ Prepared steel erection procedures for steel erection of steel bridges, building, hangar and sport arena roof dome.

+ Prepared drawings for erection stages.

+ Provided calculations for submittal.

+ Performed 3D computer model analysis for each stage of construction.

+ Proposed connection detail changes to facilitate construction.

+ Proposed erection sequence to maintain structural integrity.

+ Monitored construction progress for "as-built" survey against computer model. 1981 – 1993: Senior Engineer - John F. Beasley Construction Co.

+ Performed computer analysis for each stage of construction in steel bridges and buildings.

+ Proposed stage by stage steel erection procedures.

+ Designed and detailed shop drawings for temporary shoring, erection aid material and lifting equipment.

+ Provided calculations for submittal.

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Skills

STAAD PRO - Structural Analysis and Finite Element Program Bluebeam Revu

Microsoft Office

Industry Associations

Registered Professional Engineer in Texas

Member, American Society of Civil Engineers

Member, Structural Engineering Institute

Member, American Institute of Steel Construction

Member, Tau Beta Pi - Engineering Honor Society

Member, Chi Epsilon - Civil Engineering Honor Society Past Projects:

ATLANTA FALCONS STADIUM

Performed 3D Space Frame Computer Analysis for the Roof Trusses. Provided Rigging analysis for preassembled Truss. Designed Rack and concrete Block for Truss Assembly. Modified Shoring Tower to facilitate erection. Designed Temporary Bridge between Concrete Mega Columns. USTA Arthur Ashe Stadium

Performed 3D Space Frame Computer Analysis for the Roof Trusses. Provided steel erection procedures for the Roof Truss Erection Assembly. Provided Rigging analysis for lifting the entire Truss span.

FIRST BAPTIST CHURCH OF DALLAS, Dallas, Texas

Perform 3D Space Frame Computer Analysis for the Roof Trusses. Provided steel erection procedures for the Roof Trusses. Proposed detail connection change to facilitate construction and maintain structural integrity. Designed shoring tower for Roof Trusses erection. IRVING CONVENTION CENTER, Irving, Texas

Perform 3D Space Frame Computer Analysis for the Roof Trusses. Catch EOR computer modeling error that almost resulted in structural collapse. Design shoring tower and temporary structures. Provide crane layout and critical lift procedures.

WINSPEAR OPERA HOUSE, Dallas, Texas

Perform Computer Analysis for steel trusses. Prepare Erection Procedures of erecting heavy trusses without using shoring towers due to limited space. Using shoring towers would also interfere with other trades progress. Provide crane layout and critical lift procedures. DEE AND CHARLES WYLY THEATRE, Dallas, Texas

Perform 3D Space Frame Computer Analysis for each stage of the steel construction. Prepare Erection Procedures of erecting heavy trusses without using shoring towers due to very tight space below. Provide crane layout and critical lift procedures. CHILDREN MEDICAL CENTER – SKYBRIDGE, Dallas, Texas Perform 3D Space Frame Computer Analysis for the sky-bridge. Prepare Erection Procedures of erecting the entire bridge without any temporary shoring. Placing temporary shorings on a live traffic road would post a danger. I have cut the erection time substantially by preassembling the truss bridge on the ground. Provide crane layout, picking analysis and critical lift procedures. 3

SEDGWICK COUNTY ARENA, Wichita, KS.

Perform 3D Space Frame Computer Analysis for each stage of the roof construction. Design shoring tower and temporary structures. Provide Erection Procedures and Calculations for submittal. LOUISIANA ARMY NATIONAL GUARD, Hammond, Louisiana

Perform 3D Space Frame Computer Analysis for the boxed trusses at each stage of construction. Design shoring tower and temporary structures. Prepare steel erection procedures, crane layout and calculations for submittal.

SPECIAL EVENTS CENTER, Garland ISD, Garland, Texas Perform 3D Space Frame Computer Analysis for each stage of the roof construction. Provide Erection Procedures. Prepare crane layout and critical lift procedures for submittal. MCI Center Arena, Washington D.C.

Perform 3D Space Frame Computer Analysis for each stage of the roof construction. Design falsework and temporary structures. Provide crane layout.

Dallas Convention Center Expansion and Renovation 2002 Perform 3D Computer Analysis for the roof structures. Analyze and design movable platform for 225 ton Crawler Crane. Design and detail temporary structures required for the erection of Roof Trusses. Prepare and submit calculations.

ALAMO Dome, San Antonio, Texas

Develop erection procedures for the erection of the roof structures and design temporary structures. Hemisfair Arena, San Antonio, Texas

Perform 3D Space Truss Computer Analysis for each stage of removal. The owner would like to salvage the roof dome and reconstruct it in another location in its entirety. Roosevelt Lake Arch Bridge, Arizona DOT

Perform 3D Computer Analysis for each stage of construction, subjected to construction loadings such as, equipments and wind loads.

Pascagoula River Bascule Bridge no. 11

Perform computer analysis and develop erection procedures. The Atlantic Giant – A 700 ton Barge Mounted Shear Leg Derrick Write computer program for the analysis of each component of the derrick, such as Boom, Mast and Tieback. Perform floatation analysis as required to verify barge stability. Atchafalaya River Truss Bridge at Krotz Springs, Louisiana Perform computer analysis and develop erection stages. Mississippi River Truss Bridge at Gramercy, Louisiana DOT Perform computer analysis and develop erection stages. Jefferson City Truss Bridge over Missouri River

Perform stage by stage computer analysis and develop erection procedures. 4

Sixth Street Truss Bridge over Ohio River

Perform computer analysis and develop erection procedures. Williamstown – Marietta Truss Bridge

Perform stage by stage computer analysis and develop erection procedures. Design and detail falsework bents. Prepare and submit calculations.

Route U.S 19 Truss Bridge over Summersville Lake

Perform computer analysis for partially completed bridge subjected to equipment and wind loadings. Develop erection procedures. Design and detail falsework and erection aid materials.

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