Structural Engineering Jobs

32 were found based on your criteria {{|number:0 }} were found based on your criteria

show all
  • Hourly ({{ jobTypeController.getFacetCount("0")|number:0}})
  • Fixed Price ({{ jobTypeController.getFacetCount("1")|number:0}})
Fixed-Price - Intermediate ($$) - Est. Budget: $400 - Posted
We need a structural engineer to do basic structural calculations/simulations in 3D for 2 story single home (steel frame and foundation). We already have the structure designed in 3D in ArchiCAD (see the full structure design in this link: We need a person able to edit, modify, improve and make a structural report of our project using a user friendly 3D software. We are very open to suggestions about what software to use. Once the report is completed, the project has to be delivered in his native file in order to be editable in 3D. The project is very simple, built with: PRIMARY FRAME: 4x4 11 gauge hot rolled tubular steel + some trusses or I beams. SECONDARY FRAME: 2x4 14 gauge hot rolled tubular steel. ERECTION METHOD: welding FLOORS AND ROOF: uses type B metal deck panels with a 1.5 inch cement coat SHELL: built with 1 inch rib metal lath (herringbone mesh pattern) and structural stucco FOUNDATION: to be designed using basic and simple monolithic slab on grad. Land is flat and surface is very stable. Topographic Survey and Soil Test available. ANCHORING: Main columns have to be anchored to the slab with screws and anchor plates. Actual project was modeled in 3D using ArchiCAD, so it is recommended you be able to import the 3D model from (.pln) file with your software. We need the usual structural report, with emphasis in wind tests, since the area is subject to Category 5 Hurricane forces. Report has to include material quantity. We use this website as reference for materials: Parameters - We need to talk on Skype BEFORE you start the job to give you some parameters which you are going to use on this project. Work will be divided in milestones. Skype meetings with screen sharing will be necessary to present and discuss the job in every milestone completed. Collaborative Skype sessions to work together on the model are a must in order to modify/tune up/simplify/improve it, adding or eliminating columns, beams, studs that are not necessary, with the scope of reducing unnecessary material to optimize costs. We require to keep work as simple, economic and pragmatic as possible. Location of the project is Fort Lauderdale, FL USA and it has to comply with South Florida Building Code. We need a person with basic conversational English who is open, friendly and willing to cooperate, including Skype videoconference and sharing screens. Please show us some job examples, portfolios or screen captures in order to be considered to this job. Thank you!
Skills: Structural Engineering ArchiCAD Architecture Civil Engineering
Fixed-Price - Expert ($$$) - Est. Budget: $4,000 - Posted
I need a solid and sound, clear and reproducable design for an inflatable sports cover. I have some basic design principles I would like used (I can email you the specs) - the structure will be inflatable, sealed air, made of PVC or other suitable air-tight material and the design should be proven out and meet certain requirements for snow load, wind resistance and other environmental standards. For use solely in the USA and Canada. Basic idea should be airtight structural "ribs" and a cover that goes over the entire structure. Can send general ideas and renders. I need the final design to be something that can be built and also certified stable by any engineer in any of the USA. Contact me and let me know your ideas and if you have any past experience with inflatable architecture.
Skills: Structural Engineering Product Design Structural Analysis
Fixed-Price - Intermediate ($$) - Est. Budget: $75 - Posted
- Quantity surveying - Price Breaking down - work Abstracts - Work indexation - work shop drawing - preparation of the bid requirements and specifications for projects. - Experiences in Revit Structure . - Working in Designer office (design of Concrete buildings ) ( ICDL / AutoCAD / Sap/ etabs / safe ) . - Working Engineer supervision (tunnel sporting site &Buildings Group site ). - Work program for the analysis of prices name (construction cost estimate software). - Instructor in the engineering educational centers.
Skills: Structural Engineering AutoCAD Autodesk Revit Building Estimation
Fixed-Price - Intermediate ($$) - Est. Budget: $200 - Posted
I have a simple addition project that the City of Berkeley requires engineer stamped calculations. The work involved is replacing the load on existing 2x10 joists to new, longer span TJI 230. Similar work has been completed on one half of the duplex and the calculations and design are included in the documents attached. In addition to the joist engineering there will be some windows added to shear walls that I will need to have engineered to account for the opening (if possible at all - I need help determining this). File attached include: -Prior permit submittal for prior work (similar) -Prior permit submittal for shear walls -Current (working) framing plan for new work
Skills: Structural Engineering Civil Engineering
Fixed-Price - Entry Level ($) - Est. Budget: $40 - Posted
Urgent job: I need somebody to correct my dissertation, it is just correction of the writting part, 70 pages, but it contains a lot of Figures and Tables. My english is not so good, and i need somebody to check it. Subject of the thesis: Seismic Vulnerability Assessment of Buckling Restrained Braces for Seismic Rerofitting of an Existing Steel Structure
Skills: Structural Engineering Civil Engineering English
Fixed-Price - Expert ($$$) - Est. Budget: $750 - Posted
I am looking for a civil/structural engineer (PE) to provide me with structural drawings and sketches showing layout and measurements for a simple 6-sided (hexagonal) earthbag structure with one door and two windows. The focus of this prototype is the development of a novel catenary foam dome roof system (see attached “Catenary Foam Dome - A Primer”). Critical questions are: How would the catenary foam dome structure be attached to the concrete bond beam on top of the earthbag wall? What method would be used to determine load bearing calculations including live load, dead load, and diaphragm deflection? I am applying for a three-phase Small Business Innovation Research (SBIR) grant for developing ultra-low cost housing using the earthbag building system. The phase 1 portion of the SBIR grant will require only a simple prototype: there will be a dirt floor, no electrical, no plumbing, no HVAC. Merritt LLC currently holds a patent on an emergency shelter container kit, and we are trying to develop that product to meet the needs of farm labor housing in the US. The civil/structural engineer who works on this project is not expected to be knowledgeable about earthbag building, however, a general knowledge of the work done by Dr. Owen Geiger and/or Precision 1 Engineering would be considered an advantage. I have a working knowledge of Google Sketchup, but I do not have access to AutoCAD. All deliverables must be in .pdf format for the grant submission. Please provide some samples of your work. Pending successful completion of the phase 1 SBIR grant, the much larger phase 2 portion would involve building an entire demonstration farm labor camp that meets OSHA H2-A standards for far labor housing. So there would likely be additional work for the right candidate. I look forward to receiving your proposal.
Skills: Structural Engineering 3D Modeling Architecture Civil Engineering
Fixed-Price - Intermediate ($$) - Est. Budget: $7 - Posted
I have the Architectural Plans for this project and I need a Structural Engineer for a fast turn around single family home repair project. The project will need Bell Piers for the structural foundation under the Container additions. Each Container is 8'.6" x 9-0' x 40' , Weight approx 4500lbs each, One stacked on top of the other. Bell Pier every 10' or so should work. Tie in Metal and Wood. I have plans already. *if you are an Engineer but not qualified to stamp and sign in Texas please have a connection that would sign off for you already lined up to bid this project. *Give a basic reference of Bell Pier dimensions​ to support 1 story, 2 story up 8 stories of the same 8.6 x 9.0 x 40 Containers stacked for the Stories. Need built to code - For Houston, Texas City Code Plans and drawings must be Stamped and Signed by a Licensed Structural Engineer in Texas or any eligible method to have plans stamped and signed. Foundation Plans with Bell Piers for Container build in Houston Texas
Skills: Structural Engineering Autodesk Autocad Civil3D Civil Engineering Engineering Design
Fixed-Price - Intermediate ($$) - Est. Budget: $300 - Posted
Hi, I am looking for a civil/structural engineer who provide me with Load bearing and stability calculations aswell as the necessary construction details for a new extension on a residential house in Denmark. The ideal candidate should have experience working with Danish construction methods, DS and EURO codes, beable to design a timber and/or I-Beam constructions. Be able to provide an economic solution for the strengthening of existing wood trusses to allow for a change in roof covering from lightweight fiber cement to heavier concrete or clay tiles and also take into consideration snow and wind tolerances, etc. Expected Deliverables: Load Bearing Calculations for: - Overall structural stability for the new/existing construction - Roof trusses/beams and joists - Strengthening of existing trusse work on existing building Sketches/ Drawings: - Structural Drawings/ Sketches showing layout and measurements (So draftsman can interpret drawings) - Joining Methods (Nailing, Bolting etc etc) - Specification of materials to ensure structural integrity Required Loads in accordance with EC DK NA: - Roof 800N/m2 - Ceilings 300N/m2 - Snow: 1000N/m2 - Wind: 810 N/m2 Must meet the following codes: DS/EN 14250:2010 DS/EN 1990 DK NA:2010 consequence class 2 EN335:2013 Durability of wood and wood-based products - Durability Class 4 EN336:2013 Structural timber. Sizes, permitted deviations - Tolerance Class 2 The project includes a number of load bearing calculations as well as the necessary construction details for the construction. All documents will be provided in pdf or dwg file format. Please note drafting skills are not required for this assignment however sketches will be needed and must be clearly communicated so a professional draftsman can interpret the requirements. I look forward to receiving your proposal.
Skills: Structural Engineering Architecture Civil Engineering Structural Analysis
Fixed-Price - Intermediate ($$) - Est. Budget: $350 - Posted
Engineer / Design / Draft a steel loading ramp with a loaded weight capacity capable of supporting 100,000 lbs. The loading ramp must have the capability to support operations up to 50 tons and have a mechanism to adjust the height from 42 inches to 56 inches. Ramp must be constructed of steel supports with a lengthwise beam design, steel grated ramp surface, and have fork pockets in order to provide mobility with a forklift. This loading ramp must be constructed of steel and have a lengthwise beam design to provide a minimum loading capacity of 100,000 lbs. Ramp must be a minimum of 120 inches total width, incorporate a loading surface of 115 inches and have a travel surface constructed of serrated steel grating. Overall length shall be 40 feet with a 30 foot incline and a 10 foot level off to provide adequate surface for equipment to roll off railroad cars and a long enough to provide a level surface for forklifts to load pallets and other material into 53 foot box trailers. Ramp must provide the capability to support 100,000 pounds, it shall also include a manual hand crank on the front legs to provide an adjustable height range from 42 inches to 56 inches in height. A hinged leveling plate shall be installed to provide a loading surface for entrance of material handling equipment into and out of various types of trailers. The ramp shall include the installation of 6 inch safety curbs to prevent forklift tires from rolling off the edges of the ramp and safety chains to attach the trailer that is being unloaded/loaded to provide a good anchor point. Fork pockets shall be installed and be capable of accepting forks that are 9 1/2 inches wide and 5 1/2 inches high to allow for mobility using a heavy forklift. The ramp shall be painted with a silver loading surface, blue sides, and black support beams.
Skills: Structural Engineering Autodesk Revit Engineering drawing