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Structural Engineering Jobs

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Hourly - Intermediate ($$) - Est. Time: Less than 1 month, Less than 10 hrs/week - Posted
Design and drafting services are required for 7th Avenue commercial building facade improvement project located in Central British Columbia, Canada. See attachments for clarity on work scope. Project aspects include: Light structural steel, storefront glass / entrance and basic concrete detailing. Existing 3D Sketchup model will be provided as a starting point and new structural steel / concrete / glass, etc can be added to the model. Existing ACAD floor plan will also be provided as a starting point. Deliverables include: a) Drafting of concrete footing / foundation / frost wall and concrete entrance slab and stair details (hand sketches provided by owner as a starting point) b) Design and drafting of light structural steel details c) Design and drafting of storefront glass details including all glass / entrance door specifications d) Drafting of Architectural plan for front entrance modifications, based on existing cad file, 3D model and red-line markups provided by owner e) Drawings should be provided in ACAD (dwg) format and PDF printable files. The updated Sketchup model should also be returned to the owner. Many original building drawings, pictures, etc are available in PDF format via dropbox as required. Owner is a professional Engineer in Canada and will provide any site measurements / assistance as required.
Skills: Structural Engineering Architecture AutoCAD Civil Engineering
Fixed-Price - Entry Level ($) - Est. Budget: $25 - Posted
I need the calculations of slabs (roof, floor and access platform) of the pillars and the interiors and exteriors walls (the exteriors are only frames and glass). The calculations must be made for a CONCRETE structure. All calculations have to be done manually and automatically (Engineering software or other). I will send an example of this same house made by a teacher, I want something similar. Also i send a start of the exercise made by me. There is no need to do calculations for overloads of earthquake, wind or snow conditions.
Skills: Structural Engineering Civil Engineering Portuguese
Fixed-Price - Intermediate ($$) - Est. Budget: $1,000 - Posted
I am building a storm shelter in my backyard. It will have a compact staircase from floor level in the home (2' crawlspace), access to staircase will be via floor trapdoor. Once down the staircase their will be a 20' hallway to the shelter. I want it approx. 400ft2. It needs a bathroom (shower not bath), a bedroom with a full bed and dresser, a kitchen (propane stove?), living room with couch, coffee table (50" tv wall mounted), storage room. There will be a in-floor safe in the bedroom. I want everything made out of reinforced poured concrete. The structure needs to be at least 10' underground to roof (10' of dirt above roof). I live in North Central Alabama. Power will be mains supplied with battery backup / solar on main house. Water will be mains supplied, storage tank integrated into shelter. Needs air ventilation system. I will be putting a vault safe door (normal door size) on the shelter entrance. I need a design, layout, 3d model, and structural blueprints.
Skills: Structural Engineering 3D Modeling Architecture
Fixed-Price - Expert ($$$) - Est. Budget: $300 - Posted
We are looking for a one page drawing of some structural changes to the roof structure of a single story existing home in Austin, TX. There is a 17' x 26' room needing span calcs for a shed roof where the 17' is the span. There is a small room that has a faux (non-load bearing) vault ceiling being built. There is a load wall being removed and a recessed beam needing sizing.
Skills: Structural Engineering
Hourly - Intermediate ($$) - Est. Time: Less than 1 month, 10-30 hrs/week - Posted
Hi, I am looking for a qualified engineer to design a mezzanine floor in a second floor apartment in Vilamoura, Algarve. The building is a typical concrete structure with a first floor over the rear of the apartment and a small balcony overlooking the lounge. We wish to extend the floor over the lounge using steel / wood construction. Applicants must be based in Portugal and be fluent in Portuguese.
Skills: Structural Engineering Architecture Portuguese
Hourly - Entry Level ($) - Est. Time: Less than 1 month, Less than 10 hrs/week - Posted
Seeking a structural engineer familiar with the building criteria of Miami FL, USA. Looking to take recently approved zoning plans into Design Development. Therefore I am seeking a structural engineer to develop drawings for a 3,200 square feet residential home. Structural engineer task is to create the most efficient and cost effective solution. The home has been modelled and drawn up in Revit. Base on qualifications, floor plans will be released. Also require information on roof drainage and water collection on site. Key skills needed: +Revit +Autocad
Skills: Structural Engineering
Fixed-Price - Intermediate ($$) - Est. Budget: $100 - Posted
Hi, I have a set of drawings and I'm looking for someone to provide me the list of material. I need some one be familiar with the American codes and standards. Please provide me a rough fix price for 2 story house with 3000 sqft. Thanks
Skills: Structural Engineering Architecture
Fixed-Price - Intermediate ($$) - Est. Budget: $50 - Posted
Just looking for some opinions, I need to do two calculations. (1) metal plate spanning two ways, has riveted connections (100mm spacing) with the supporting beams therefore I am considered plate rigidly (fixed) supported all ends. Additionally the plate got T-section in one direction, I believe this stiffener helps in bending. (2) 2nd plate is an arch shape but spanning only one way again this one can be assumed as fixed at the support due to riveted conncetions. For the first plate I am going to use Pusher chart to calculate the maximum bending. other one will be analysed using the software which possible produce bending and axial force. Can I have some suggestions? For first plate - can I consider T-section as support? so I can consider the plate 1.2m x 1m, then should I check the T-section? what checks required, just bending ok? or bending and shear? please note load will be dispersed through 230mm concrete plus 200 surfacing above. How do we check the second plate? in both cases can we consider plastic capacity for ultimate limit state?
Skills: Structural Engineering Structural Analysis
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