Single Cell Box Culvert (Section) DWG Section for AutoCAD

Single Cell Box Culvert (Section) DWG Section for AutoCAD

This is a reinforced concrete structure designed following the SATTC standards. Its purpose is to act as a drainage structure on a railway track in Malawi (km 538) and it spans over 30m.

Drawing labels, details, and other text information extracted from the CAD file:

length, mark, size, each, total, member, type, no in, bar, total, bending placing, all dimensions in mm, length, mark, size, each, total, member, type, no in, bar, total, bending placing, all dimensions in mm, jj long beam on grid on eaves no req’d, long beam on grid eaves no req, ditto, long beam between grid and eaves no reqd, ditto, long beam on grid and no reqd, long beam on grid on eaves no req, long beam on grid on eaves no req’d, ditto, ditto, straight, ditto, project:, designed by: as sk, checked by:, drawing title: eaves beam bending schedule beams, scale:, drawing, revision:, blinding concrete, construction joint, min. cover to all reinforcement, shear key, fillet, rail track, notes, project, client, title, scale, section, design, drawing, certified by, date, sign., appr., john asante chauma, single box culvert for km, john asante chauma, central east african railways ltd, date, revision, checked, approved, designed, drawn, description, reference, drg no., no., date, description, scale, app, chk, revision, job no., drawing no., project, client, drawing title, section, designed drawn by:, single box culvert for km, central east african railways, john asante chauma, mark, number in each, member, type size, bar, bending placing, all dimensions in mm, straight length, total number, total length, straight length, revision, job no., drawing no., project, client, drawing title, bending schedule, designed drawn by:, single box culvert for km, central east african railways, john asante chauma

Raw text data extracted from CAD file:

\A1;1115 \A1;1342 \A1;1690 \A1;1933 \A1;2083 \A1;1071 \A1;828 \A1;3688 \A1;4886 \A1;9764 \A1;12369 \A1;100 \A1;25916 \A1;648 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B1 \A1;800 \A1;100 \A1;600 \A1;264 \A1;264 \A1;186 \A1;600 \A1;230 \A1;400 \A1;230 \A1;400 LENGTH MARK SIZE NO EACH TOTAL MEMBER TYPE NO IN BAR TOTAL BENDING PLACING All dimensions in mm LENGTH MARK SIZE NO EACH TOTAL MEMBER TYPE NO IN BAR TOTAL BENDING PLACING All dimensions in mm 32 R8 32 64 1180 \W1.55664; \LBEAM \L1 JJ \W1.50000; 400 x230x8370 \W1.50000; long beam on \W1.50000; grid 2 on eaves \W1.15464; 1 no req'd \W1.55664; \LBEAM \L1K \W1.50000; 400x230x7190 \W1.50515; long beam on \W1.50515; grid 3 eaves \W1.15464; 1 no req 30 Y10 4 4 8510 33 Y10 4 4 7330 170 o/d 340 o/d Ditto 42b Y10 2 2 6690 43b Y10b 2 2 7420 32 R8 30 30 1180 44b Y10 4 4 6100 \W1.55664; \LBEAM \L1N \W1.50000; 400 x 230x \W1.50000; 5960 long beam \W1.50000; between grid A \W1.50000; and B eaves \W1.15464; 1 no reqd Ditto 5900 100 44b 44b 44b 44b R8-32-200c/c -80407.89782459174 -80407.89782459174 \W1.55664; \LBEAM \L1P \W1.50000; 400 x 230x \W1.50000; 6460 long beam \W1.50000; on grid A and B \W1.44072; 2 no reqd 32 R8 53 53 1180 \W1.55664; \LBEAM \L1M \W1.50000; 400x230x13420 \W1.50000; long beam on \W1.50000; grid 5 on eaves \W1.15464; 1 no req 8310 100 32 R8 27 27 1180 7130 100 7130 120 \W1.55664; \LBEAM \L1L \W1.41237; 600x230x11190 \W1.50515; long beam on \W1.50515; grid F on eaves \W1.15464; 1 no req'd 32 R8 44 132 1180 35b Y10 2 6 7150 36 Y10 2 6 4730 37 Y10 2 6 5640 Ditto 7050 450 100 -80407.89782459174 25 o/d 4080 5540 38 Y10 2 6 6240 450 100 -80407.89782459174 25 o/d 5590 39b Y10 2 2 4165 40b Y10 2 2 4700 41b Y10 2 2 5515 450 100 -80407.89782459174 25 o/d 3655 450 100 -80407.89782459174 25 o/d 5005 450 100 -80407.89782459174 25 o/d 6770 Ditto Straight 6590 5900 100 32 R8 32 64 1180 46b Y10 4 8 6520 Ditto 6400 100 46b 46b 46b 46b -80407.89782459174 -80407.89782459174 R8-32-200c/c Project: Designed By: AS & SK Checked By: Drawing Title: Eaves Beam Bending Schedule - Beams 1J -1P. Scale: N/A Drawing No:0015 Revision: 1 \A1;2500 \A1;4000 5 5 5 5 5 5 BLINDING CONCRETE CONSTRUCTION JOINT 50mm MIN. COVER TO ALL REINFORCEMENT 30mm SHEAR KEY FILLET S6 S2 S4 S6 S3 S1 S5 \A1;6000 RAIL TRACK 5 A B C 5 5 Notes PROJECT CLIENT TITLE Scale 1:100 SECTION Design Drawing Certified By date revision(s) sign. appr. JOHN ASANTE CHAUMA SINGLE BOX CULVERT FOR KM 538 JOHN ASANTE CHAUMA CENTRAL EAST AFRICAN RAILWAYS LTD Date REVISION Checked Approved Designed Drawn Description REFERENCE Drg No. No. Date Description Scale App By Chk Revision Job No. Drawing No. Project Client Drawing Title SECTION Designed & Drawn by: 1 Single Box Culvert for km 538 Central East African Railways John Asante Chauma Phone:+265 999 685 606 \W5.15464; +265 884 671 908 Email:jchauma@cearcdn.mw MARK NUMBER IN EACH MEMBER TYPE SIZE BAR BENDING PLACING All dimensions in mm S5 straight (lap length 600) \W1.59458; A S1 50 \W1.55664; B \W1.47805; C TOTAL NUMBER TOTAL LENGTH 2600 400 straight (lap length 450) straight (lap length 450) S2 S6 S3 S4 S6 50 3275 50 100 500 400 5100 4450 3000 100 Revision Job No. Drawing No. Project Client Drawing Title BENDING SCHEDULE Designed & Drawn by: 1 Single Box Culvert for km 538 Central East African Railways (CEAR) John Asante Chauma Phone:+265 999 685 606 \W5.15464; +265 884 671 908 Email:jchauma@cearcdn.mw T20 @ 125 241 843,500 T16 @ 200 84 504,000 T16 @ 200 151 509,625 T12 @150 144 864,000 T25 @ 200 302 2,748,200 T16 @ 200 302 1,389,200 T12 @ 150 96 576,000 151 151 48 mm

Language	English
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, N/A
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, box, box culvert, cell, concrete, culvert, designed, drainage, DWG, formwork, purpose, reinforced, reinforced concrete, schalung, section, single, stahlbeton, standards, structure