REY Technologies Start a project

HomeIndustriesRCC structural drawings

RCC structural drawings, from column points to sections.

Every reinforced concrete (RCC) building repeats the same drawing work. We built a menu of commands for a structural consulting firm that turns the engineer's Excel schedules into column, footing, beam and slab drawings. The engineer keeps the design, and the tool does the drawing.

Column_Plan.dwg
Command:
X 1,440 Y 3,720 MODELGRIDOSNAP S-COLUMN
The tools

One menu, one command per step.

Built for one structural consulting firm. Client drawings stay private, so every picture here is our own drawing with sample data. Yours would follow your standards and schedule formats.

Commands 20

on one menu

Footing rotations 4

for eccentric footings

Slab marks 10

one way, two way, chajja and more

Units 2

millimetres, or feet and inches

Columns

Column plans

Places each column as a block carrying its number and size. When sizes change in Excel, it swaps the blocks and keeps the beams connected.

  • Block from typed X and Y lengths
  • Numbers rows, north or south first
  • Blank eight-column Excel template
  • Beams rebuilt to the new column face
2 more
  • Resized column holds its marked corner
  • Size reduction hatched on its own layer
C1300X600300600COLUMN X <300>:300COLUMN Y <600>:600PICK POINT:CLICKPICK POINT:CLICKONE BLOCK PER POINT
1A column block from a typed size
C1230X450C2300X600C3230X450C4300X600C5300X900C6300X600C7230X450C8300X600C9230X450COLUMN SIZE FROM TYPED X AND YPLACED BY CLICKING EACH POINTNUMBERED ROW BY ROW, C1 TO C9
2Numbered row by row
REFERENCE POINT300X600450THE REDUCTION, HATCHEDBEAM REBUILT TO THE NEW FACEC1 IN EXCEL: 300X600WAS 450X600
3New size from Excel, and the beams follow
Foundations

Footing plans and schedules

Turns one Excel row per column into footing outlines with starters, PCC beds, dimensions and schedules.

  • Normal footing centred on its column
  • Eccentric footing, column flush, four rotations
  • Separate normal and eccentric schedules
  • Types grouped by column size and length
3 more
  • Starter (25 mm) and PCC (75 mm) outlines
  • Dimensions move to a clear side
  • Lift footing from two corners
C1(I)C2(III)C3(I)C4(IV)C5(II)C6(IV)C7(I)C8(III)C9(I)2100SCHEDULE OF NORMAL FOOTINGSTYPEIIICOLUMN NOC1,C3,C7,C9C5SIZE230X450300X900L15002100D450450SCHEDULE OF ECCENTRIC FOOTINGSTYPEIIIIVCOL NOC2,C8C4,C6SIZE300X600300X600L18002000REMARKECCENTRICECCENTRIC
1Normal and eccentric footings on the plan
NEXT18001500C1(I)STARTER 25PCC 75DIMENSIONS MOVE TO A CLEAR SIDEIF A NEIGHBOUR IS IN THE WAY
2Centred on the column, with starter and PCC
1800C2(III)COLUMN FLUSH WITH THE EDGEPCC AND STARTER ON THREE SIDESFOUR ROTATIONS090180270
3Column flush with the edge, in four rotations
LIFTPICKPICK45045045045027002900OFFSET 450 BY DEFAULT
4A lift footing from two picked corners
SCHEDULE OF NORMAL FOOTINGSSR NO12TYPEIIICOLUMN NOC1,C3,C7,C9C5COLUMN SIZE230X450300X900L15002100B15002100D450500d250300(a1)--(a2)12@150 C/C12@125 C/CSCHEDULE OF ECCENTRIC FOOTINGSSR NO12TYPEIIIIVCOLUMN NOC2,C8C4,C6COLUMN SIZE300X600300X600L18002000B15001600BOTTOM X--TOP Y--HORIZ X--REMARKECCENTRICECCENTRICSAME COLUMN SIZE AND LENGTH = SAME TYPETYPES IN ROMAN NUMERALS
5Types in Roman numerals
Sizing

Sizes from your load tables

Fills a column and footing sheet from the firm's own tables, stored in the tool. It looks values up and calculates nothing, so the engineer supplies the loads and checks the results.

  • Ten column types, each with load bands
  • Five SBC levels, normal and eccentric tables
  • Footing row matched by column size
  • Results written straight into the sheet
1 more
  • Sheet stays open in Excel for checking
Column_Footing.xlsxSBCKN/SQMTE ECCENTRIC FOOTINGN NORMAL FOOTINGNO12345COLUMNC1C2C3C4C5LOAD PU5008506501200900SIZESTEELLBDREMARKNENENTYPE12132YELLOW: WHAT THE ENGINEER ENTERSCYAN: WHAT THE LOOKUP FILLS INSAMPLE VALUES ONLY
1Loads and column types go in
COLUMNLOAD (PU)COLUMN TYPELOAD BANDIN THE TABLECOLUMN SIZEAND STEELFOOTINGCOLUMN SIZESBCN OR EFOOTING ROWIN THE TABLEL, B, DAND STEELA LOOKUP ONLY. THE ENGINEER CHECKS THE RESULT.
2Two table steps, with no calculation
Column_Footing.xlsxSBCKN/SQMTE ECCENTRIC FOOTINGN NORMAL FOOTINGNO12345COLUMNC1C2C3C4C5LOAD PU5008506501200900SIZE350X700400X800350X800450X900400X800STEEL6-20T8-20T6-20T10-20T8-20TL22002600240030002600B18002000190023002100D500550500600550REMARKNENENTYPE12132YELLOW: WHAT THE ENGINEER ENTERSCYAN: WHAT THE LOOKUP FILLS INSAMPLE VALUES ONLY
3Sizes fill the sheet
Framing

Beam layouts

Generates first-pass beams from wall lines, then numbers every beam by floor and type. It also exports measured lengths and widths to Excel.

  • Beams generated between pairs of wall lines
  • Floor prefixes: RB, PB, 1B, 2B
  • Labels try 14 positions to avoid clashes
  • Lengths and widths exported to Excel
4 more
  • Merges touching beams and removes duplicates
  • Beams near a column edge shift flush
  • Horizontals numbered first, then verticals
  • Cantilever, bracket, hidden and mid-landing beams
WALL GAP <250>:250BEAM THICKNESS <230>:230WALLS ARE LINES ON THEIR OWN LAYER
1Wall lines go in
A PARALLEL WALL WITHIN THE GAP MAKES A PAIRA BEAM RUNS THROUGH THE MIDDLE OF THE PAIRTOUCHING BEAMS MERGE, DUPLICATES GO
2Beams run through the wall pairs
1B1I1B2I1B3II1B4II1B5III1B6III1B71B81B91B101B111B12HORIZONTALS NUMBERED TOP TO BOTTOMTHEN VERTICALS LEFT TO RIGHT1B = FLOOR 1RB = TERRACEPB = GROUND
3Numbered by floor and type
Schedules

Beam and slab schedules

Draws schedules from Excel, tags beams by size and places slab marks. The sheets start from measured data, so the engineer adds the depth and steel.

  • Equal beam sizes share a Roman type
  • Ductile or non-ductile table layout
  • Ten slab marks with thickness and remark
  • Full slab schedule from Excel
2 more
  • Tables titled for terrace, ground or a floor
  • Small slab table, with duplicates removed
IIIIIIIIIIIIIIIIIIIIIIIISCHEDULE OF BEAM SIZESTYPEIIIIIIBEAM SIZE230X600230X450230X300EQUAL BEAM SIZESSHARE ONE TYPE
1Beam sizes become types
Beam_Schedule.xlsxBEAM1B11B31B7B230230230D600450450BOTTOM2-16T3-16T2-12TTOP2-12T2-16T2-12TSTIRRUPS8T@150C/C8T@125C/C8T@150C/CIMPORTBEAM SCHEDULEBEAM NO1B1, 1B21B3, 1B4SIZE230X600230X450BOTTOM2-16T3-16TTOP2-12T2-16TTYPEIIISTIRRUPS8T@150C/C8T@125C/CSLAB SCHEDULESLAB NOS1S1, 1S31S2THK150150MAIN STEEL10T@10010T@125DISTRIBUTION STEEL8T@2008T@200REMARKS-50 MM SUNK
2Beam and slab schedules from Excel
1S11S21S31S1SCHEDULE OF SLABTYPE1S1, 1S31S2SIZE150150 SUNKONE WAY, TWO WAY ANDCHAJJA SLAB MARKS
3Slab marks, then tables
Geometry

Centre-line frames

Reduces column blocks and beam rectangles to a single-line frame. Beams meet at the column points, and each bay becomes a closed polyline.

  • Beam rectangles become single centre lines
  • Near-miss lines extended to true crossings
  • Beam numbers kept along the lines
  • Column circles with IDs at crossings
1 more
  • One closed polyline per slab bay
1B11B21B31B41B51B61B71B81B91B101B111B12BEAMS AND COLUMNS AS DRAWNRECTANGLES AND BLOCKS
1Beams and columns as drawn
1B11B21B31B41B51B61B71B81B91B101B111B12C1C2C3C4C5C6C7C8C9ONE LINE PER BEAM, MEETING AT COLUMNSONE CLOSED POLYLINE PER SLAB BAY
2One line per beam, one outline per bay
Sections

Beam and slab sections

A cut line on the plan becomes a drawn long section. Beam sections take sizes and steel from Excel and place the bars. Slab sections show outlines, thickness and sunk levels.

  • Section line with end marks and an ID
  • Beam depth read from Excel
  • Bars continue across equal-size beams
  • Extra top and bottom bars, dimensioned
2 more
  • Sunk and inverted beams shift by remark
  • Slab thickness and sunk dimensions
'B''B''A''A'EACH SECTION LINE CARRIES ITS OWN IDTHE SECTIONS ARE CUT FROM THESE LINES
1A section marked on the plan
C1C2C32-16T1B1230X6002-16T1B2230X6008T@150C/C STIRRUPSSECTION OF BEAM DETAIL 1B1 & 1B2BARS AND STIRRUPS FROM THE SCHEDULE2-12T
2Long section with bars and stirrups
150 THK1S1150 THK1S21B8(230X450)1B10(230X450)1B12(230X450)50 MM SUNKSECTION A-ACUT FROM THE SECTION LINE ON PLAN
3Thickness and sunk levels
What the engineer gets

A complete drawing set.

  • A numbered column plan
  • A dimensioned footing plan
  • Normal and eccentric footing schedules
  • A numbered beam layout with type tags
  • Beam and slab schedules
  • Beam and slab long sections
  • A centre-line frame
What the engineer provides

The design stays yours.

  • Column points
  • Sizes, or loads, column types and SBC
  • Footing sizes, depth and steel
  • Wall lines or beam rectangles
  • Beam depths and steel
  • Slab thickness, remarks and steel
  • Section lines, and the final check
Platforms and languages

Built on the CAD you already use.

  • AutoCAD
  • ARES Commander
  • AutoLISP
  • Excel

Also on bridges

Geogrid wall elevations for bridge approaches, from Excel to A3 sheets.

Bridge elevation automation
FAQ

Questions structural engineers often ask.

Anything else, just ask in your enquiry.

Does it design the structure?

No. It draws and tabulates the engineer's data. The sizing step looks up the firm's own tables, with no analysis or code checks.

Which units does it handle?

Millimetres or feet and inches, chosen in a dialog. Excel accepts sizes like 300X600, 9"X21" or 5'6. The load-table step works in millimetres.

What needs to be installed?

AutoCAD or ARES Commander on Windows, with Microsoft Excel.

Do the schedules update when Excel changes?

They're drawn as plain lines and text, so you run the command again.

Do we have to draw a certain way?

Yes. Walls are lines on a wall layer, beams are rectangular polylines on the beam layers, and columns are the tool's blocks. Beams are numbered before schedules and sections.

Can we get a tool like this?

Yes. This one was built for one structural consulting firm, so yours would follow your standards, title blocks and schedule formats. We start from your own drawings.

Will you keep our drawings private?

Yes. We keep client drawings and project details private, and we're happy to sign an NDA before you share drawings.

Have structural drawings to automate?

Send us a sample drawing and your schedule formats. We'll reply with an approach and a fixed quote.

Call +91 98217 09809WhatsApp usFixed quotes per milestone
Chat with us