Every load path resolved, every weld called.
Frames, platforms, supports and skids designed and detailed for fabrication — sized against real loads, verified in FEA where it matters, and issued as GA and part drawings with full weld symbols.
SOLIDWORKSINVENTORAUTOCADANSYSFUSION 360
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FIG.47 — PUMP SKID BASEFRAME · REV.A
CLICK TO EXPLODE / ASSEMBLE
PUMP SKID BASEFRAMEREV.AFIG.47S275JR RHS · 6MM FILLET WELDSSCALE 1:10SHT 1/9
SVC.01.D — STRUCTURAL INDEX, EIGHT LINES
Proven under load,
detailed for the shop
SIZED AGAINST REAL LOAD CASES — FEA WHERE IT COUNTS, WELD SYMBOLS ON EVERY JOINT
.01Frames, Platforms & Support StructuresMezzanines, access platforms, machine bases and support steelwork designed from the load case up, in RHS, SHS, channel, angle or plate.
.02Weldment Design with Full Weld SymbolsJoints detailed with fit-up, preparation and weld size called up to BS 8888 or ASME Y14.5, so the fabricator never has to guess a fillet.
.03Finite Element Analysis Against Real Load CasesStress, deflection and buckling checked in ANSYS or SolidWorks Simulation across dead, live, wind and lifting cases, with the governing case reported.
.04GA, Part & Fabrication Drawing PacksGeneral arrangement, sub-assembly and part drawings issued together with bill of materials, cut lengths and finish specification.
.05Parametric Member Sizing & Frame ConfigurationsDriving models that resize a frame when spans, loads or equipment change, so a layout revision does not mean redrawing the structure.
.06Skids, Pipe Racks & Equipment SupportsSkid baseframes, pipe racks, tank saddles and pump supports detailed with equipment loads, drainage falls and maintenance access allowed for.
.07Bolted Connections, Baseplates & AnchorsBolt groups, baseplates, gussets and holding-down details sized and drawn with edge distances and hole tolerances stated on the sheet.
.08Lifting Lugs, Padeyes & Handling ChecksLifting points and transport restraints checked for the actual lift, with sling angles and centre of gravity marked on the general arrangement.
PROCESS — FOUR CHECKPOINTS
How a structure gets detailed
STEP.01
Consultation
Loads, spans, deflection limits, standards and site constraints are agreed in writing before any member is sized.
STEP.02
Quotation
Once scope is understood, a fixed written quote lands within 24 hours. No hourly meters.
STEP.03
Analysis & review
Members are sized, the structure is checked in FEA against every load case, and results are reviewed with you before detailing begins.
STEP.04
Delivery
GA and part drawings, weld details, bill of materials and calculations issue together after an independent check.
SECTORS —METAL FABRICATIONHEAVY ENGINEERINGOIL & GASCONSTRUCTIONPROCESS INDUSTRYMINING & BULK HANDLINGMACHINE MANUFACTURING
Structures we've issued
ALL WORK →DROP RENDER — FIG.46
MEZZANINE ACCESS PLATFORMFIG.46
DROP RENDER — FIG.47
PUMP SKID BASEFRAMEFIG.47
DROP RENDER — FIG.48
CONVEYOR SUPPORT GANTRYFIG.48
DROP RENDER — FIG.49
TANK SADDLE SUPPORTFIG.49
DROP RENDER — FIG.50
MACHINE BASE WELDMENTFIG.50
DROP RENDER — FIG.51
PIPE RACK MODULEFIG.51
OUR CLIENTS — ON THE RECORD
Signed off, worldwide
REG.014 — SIGN-OFF
“Very well thought out and articulate communication. Clear milestones, deadlines and fast work. No shortcuts. The best part — always solving problems with great original ideas.”
COURTNEY HENRYCUSTOMER IN U.S.A
ORIGINUSASERVICESTRUCTURAL DESIGNSTATUSAPPROVED ✓
SHT 1 / 3
RFI LOG — MOST FREQUENT QUESTIONS
Before you ask
Yes — members are sized by hand calculation and verified in ANSYS or SolidWorks Simulation against each load case. The governing case is stated in the report issued with the drawings.
Got a frame that has to carry load?
Send the loads and the space.
NDA-FIRST · SCOPED WITHIN 24H · NAMED ENGINEER