Fence Foundation & Wind Load Calculations - 12/07/2026 14:38 EDT

$30-250 USD

In Progress

Posted 6 days ago

$30-250 USD

Paid on delivery

An HSIC-Class metal fence with an integrated gate is scheduled for installation on a rural site. I will supply the current drawings, material specs, and every standard that must be observed; your task is to verify the whole foundation concept and document the structural adequacy. Scope • Perform a full wind-load analysis on the fence and gate, using the design wind speed stated in the material I provide, then convert pressures into line and point loads. • Check overturning, sliding, and bearing stability for each post footing and for the gate support structure. • Size or confirm concrete footing dimensions, reinforcement, and embedment details. • Summarise all safety factors, governing load cases, and reference clauses from the supplied standards. Deliverables 1. Calculation report (PDF) with clear inputs, step-by-step formulas, and final utilisation ratios. 2. Editable spreadsheet or calculation sheet (Excel / MathCAD) so values can be updated later. 3. Mark-ups on the original drawing set showing any footing or reinforcement changes. Acceptance criteria • Load combinations match the provided code. • Utilisation ratios ≤ 1.0 for all checks. • Footing geometry fits the site constraints noted in the drawings. Please indicate the software you intend to use (e.g., STAAD, Robot, SAP2000, hand-calc spreadsheet) and your typical turnaround time once you have received the design package. The design must comply with SBC 301/304, BS 8110-1997, BS 1722 Part 10, and ASTM (A-53/C39) standards, utilizing criteria of 54 m/s wind velocity, 150 kN/m² soil bearing, C35 concrete grade, and a 1.5 safety factor against overturning and slip Complete wind load calculations and load combinations shall be provided with reference to the adopted code. Complete foundation stability calculations shall be submitted, including overturning, sliding, bearing, and uplift checks. Foundation reinforcement details and material specifications shall be provided. Typical sections/details used in the calculations shall be included in the calculation report with reference to the relevant drawings. The structural design must adopts a minimum safety factor of 1.5 for overturning and slip (ULS) Please include detail structural strength calculation for the adopted post. Show the utilization of the post the soil bearing capacity of SLS and ULS increased the allowable soil bearing pressure which is taken as 150Kpa. The design wind speed for the gate is considered as 54 m/s and for the foundation base design wind speed is 44 m/s which mis aligns togather, and does not meet the project design guidelines as per EPC contract. The design wind speed is to be 56.5m/s. epc to revise the calculations accordingly

Civil Engineering

Structural Engineering

Project ID: 40577662

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Active 6 days ago

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Awarded to:

@Maryam015014

With profound knowledge in both physics and mathematics and strong command over mechanical principles, I'm well-equipped to handle your project with astute attention to detail. I have worked on many intricate research papers that involve intricate calculations such as heat and thermodynamics, fluid dynamics, and statistical mechanics – all of which directly relate to this project. Moreover, my ability to work with software like MS Excel, AutoCAD, Matlab can be instrumental in carrying out the complex mathematical calculations and present data in an easily understandable format. A proven professional with years of experience, you can trust me to deliver consistent precision. Dealing with sensitive projects like this require a disciplined approach towards research and documentation; the rushes simply aren't acceptable. I take enormous pride in my capacity for due diligence when it comes to tackling structural stability contentions. You can expect comprehensive calculation reports (PDF) accompanied by editable spreadsheets (Excel / MathCAD) for continued value. Furthermore, you shouldn't overlook my in-depth background in implementing safety factors with reference to standards. Given your specification for compliance with SBC 301/304, BS 8110-1997, BS 1722 Part 10, and ASTM (A-53/C39) standards - a task that would ordinarily daunt most - I've got the wealth of experience to guide your project from implementation to completion without any incident.

$250 USD in 7 days

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2 freelancers are bidding on average $250 USD for this job

@Penmate

I can perform a complete structural verification of the HSIC-Class fence and gate foundation system in accordance with SBC 301/304, BS 8110:1997, BS 1722 Part 10, and the applicable ASTM standards, incorporating the revised project wind speed of 56.5 m/s throughout the wind load and foundation design checks to ensure consistency with the EPC requirements. I'll develop detailed wind load calculations, establish all governing load combinations, verify post strength and utilization, and carry out overturning, sliding, uplift, and bearing capacity checks for both the fence posts and gate supports while sizing or validating the footing geometry, reinforcement, and embedment details. The final package will include a comprehensive calculation report with code references, editable calculation sheets, and marked-up drawings highlighting any required revisions, all prepared with clear engineering documentation suitable for design review and approval. Would you also like the calculations provided in both Excel and MathCAD formats, or do you have a preferred software platform such as STAAD Pro, Robot Structural Analysis, or SAP2000 for the verification?

$250 USD in 4 days