CONCAST PRECAST GROUP CIVIL ENGINEERING SOLUTIONS
Copyright Concast Precast Ltd © 2009 Note: Please note technical information provided is for guidance only, project specific requirements should be discussed at the appropriate time.
The Concast Precast Group is a major provider of precast concrete solutions servicing the Irish and UK markets. Founded in 1975, Concast’s
Range of projects
2
Our Service
3
Bridge Beams
4
business has grown through our reputation for delivering quality projects, on time and within budget. Concast has a professional cross functional team with the expertise and state of the art facilities to deliver an extensive range of precast solutions.
TY Beams Concast offers both public and private sector clients a comprehensive
TYE Beams
service including design, production, transportation and installation on site.
M Beams
Concast provides precast solutions to a wide range of developments including road and rail projects, multi-storey car parks, office blocks, residential schemes, industrial schemes, sports stadia and power plants.
Y Beams YE Beams U Beams CSU Beams (Concast Super U)
Bridge Decks
8
Glass Reinforced Concrete (GRC) Omnia Slab Ramp Slabs
Retaining Walls
9
Culverts
10
Wingwalls Headwalls
Contents 1
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2
3
1. Docklands Residential Scheme
2. Sports and Leisure Stadia
3. Multi-storey Car Parks
Concast provides multi-storey structural precast concrete solutions for major residential schemes, including luxury apartments, duplexes and townhouses, social-affordable schemes and student accommodation. Concast’s design team provides flexible solutions, to suit modern designs. In addition to the structural frame, Concast can provide additional products such as precast balconies, cladding panels, lift-core pods.
Concast are a leading manufacturer of sports and leisure facilities including spectator stands which generally incorporate auxiliary facilities such as changing rooms, meeting rooms, conference and exhibition space.
Precast provides flexible and competitive solutions for all types of multi-storey car parks, from stand-alone car parks, to underground or basement car parks on multi-storey commercial, industrial and residential schemes.
Design & Planning
Transport & Installation
Concast’s in-house designers, work closely with our clients design team to deliver a flexible and innovative solution for every project undertaken.
Concast has a fleet of specialist equipment, to facilitate the transportation and installation of our precast concrete products. Professional crews, complete the installation process on site.
It is essential to identify the most efficient sizes and shapes for components, at an early stage. This ensures structural efficiency and minimises cost.
Concast is committed to delivering projects on programme and within budget in a safe and efficient manner.
Production & ISO Quality Controls
Health & Safety
Concast has invested heavily in plant and equipment; our modern moulding systems produce a consistently high quality product. Concast has been awarded ISO 9001 Quality Certification, which is independently monitored.
Safe working procedures are implemented at all stages of the process from the initial design risk assessment right through to the completion of the safety file. Precast construction keeps the site, cleaner and improves logistics on site.
Concast Provide a Quality Service 3
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Bridge Beams Prestressed concrete bridge beams provide a durable, high quality solution for modern road structures. Concast has a dedicated production facility, which manufactures to precise tolerances in compliance with ISO 9001 quality procedures. The high quality steel moulds produce units with an impressive finish, available in a wide range of bridge profiles, which span up to 45m depending on conditions.
Prestressed technology typically provides slimmer, stronger, lighter, beams and also lowers the cost versus traditional building methods. The speed of installation of precast bridge beams is a key benefit when contractors are planning major road developments. The prestressed beams manufactured in the facility can also be used in the construction of multistorey car parks, commercial developments, jetties and marine decks etc.
Beam Type
Shape
Spans
Applications
TY
5-18m
Medium span bridges, car parks, jetties and marine decks.
TYE
5-18m
Generally used as edge beams to the TY Beam.
M
16-29m
Provides voided bridge deck for medium and long span road bridge construction.
Y
14-31m
Medium and long span bridge beams.
YE
14-31m
Medium and long span bridge beams. YE is generally used as edge beams to the Y Beam.
U
14-34m
Excellent for skewed structures, good with torsion. U beams are popular due to their attractive edge profile.
CSU
13-45m
Similar in design and profile to the standard U beam, but with greater spanning capabilities.
Introducing the Concast Super U (CSU) Beam Concast manufactures a wide range of bridge profiles such as the familiar TY, Y, M and U formats etc. U beams are the most widely used beam due to their attractive profile. Concast has also introduced the Concast Super U beam (CSU) with larger spans.
Note: The above table provides a guide only, the Concast design office should be consulted in relation to specific technical requirements for individual contracts.
The Concast team has designed and developed the Concast Super U beam (CSU) in consultation with engineering firm Mott MacDonald. Subsequent to rigorous third party testing and approval, the CSU has been successfully erected on numerous National Roads Authority (NRA) bridge schemes.
Parapets For larger spans the CSU has significant economic advantages when compared to the standard U-beam, providing a lower cost solution, with faster erection times and greater spans of up to 45m. The familiar and attractive U profile is maintained on the underside of the finished bridge ensuring that the CSU will stand the test of time both from a durability and aesthetic perspective.
Precast concrete parapets can be supplied by Concast and fixed on site. Precast concrete removes the necessity for complicated formwork, steel-fixing and pouring which is required for traditional insitu parapets. The required fixings or sockets for projecting bars may be provided as part of the bridge beam and cast in during the production stage.
Bridge Beams 5
TY Beam SECTION PROPERTIES Short and medium span bridges Section Depth Span [mm] [m] No and commercial developments. Span: 5-18m
B [mm]
400 TY1 4.5 - 8.5 TY2 7.5 - 9.5 450 TY3 500 8.5 - 10.5 SECTION PROPERTIES TY4 9.5 - 11.5 550 TY5 10.5 - 12.5 600 TY6 Section 11.5 No - 13.5Span (m) 650 TY7 12.5 - 14.5 700 TY8CSU113.5 - 15.513 - 18.5 750 TY9CSU314.5 - 16.514.5 - 20 800 TY10CSU515.5 - 17.516 - 22 850 TY11CSU7 16 - 1817.5 - 24.5 900
218 238 258 279 299 Depth 319 [mm] 339 800 360 900 380 400 1000 421 1100
Second moment Approximate self weight of area [kN/m] [mm4 x 10^9]
M Beam
400
H
D (depth)
D (depth)
um
400
H
D (depth)
M2
PROFILE
am
PROFILE
edium pan d al ents am for short 1m dium span and cial ments 6 -18m
Short and medium span bridges and commercial developments Span - 5-18m
200 - 22.5 720 U9 20.5 316650 21 - 28.5960 265.4 1300 M5 440
35.64
64398761.04 355050
46.96
387050
16.202 357.0586.5
117.510 35.813
116.23 226.90
47.559 143.910
9.29 16.26
91.52 M7 419050 459.6682.2 23.5 - 26Area Height centroid440 59.39 moment modulus100.33 Second 35.813 Approximate 355050 8.52 357.0 960U11 Depth 440 24 - 321120 1500 Zt Section 710737 212.40 above soffit Yb of area Zb (bottom) (top) 47.559 self weight 1040 [mm] 440 387050 1200 116.23 409.2 22Span - 24 (m) M8 9.29 87.39 25 - 27[mm2] 680 75.39 393450 [kN/m] [mm4 x 10^9] [mm3 x 10^6] 454.1 25.5 - 34 [mm] 1600[mm3 x 10^6]744117 U12 730.4 238.07
131.53 254.60
60.446 173.690
10.06 17.06
207.030
17.86
74.32
409.2
23.020
7.60 164.69 59.39 8.37
75.39
20.5 - 22.5
108.09 12.25 9.44
161.96
and medium span 82.977 10.21
U5 M9
- 22 M10 543837 1280 1000 680 425450 26.5 -16 28.5 27 - 29
444.8 1360512.3
127.91 56.898 82.977 108.09 457450 161.96 568.0 680 102.49
13.05 10.21 128.65
179.36
bridges and10.98 101.880
2717.5 - 29- 24.5 1360 1100 680
577217 457450
91.52
131.53
60.446
10.06
491.7 568.0
121.93 128.65
150.83 179.36
74.168 101.880
13.85 10.98
U8
19 - 26.5
1200
610597
539.0
142.68
174.99
94.315
14.65
U9
21 - 28.5
1300
643987
586.5
164.69
D (depth)
SECTION PROPERTIES 650 8.5 TY6 11.5 - 13.5 10.5- 19255733 Y2 319-15.5 TY7 Section TY8 No TY9 TY10 Y1 TY11
B
PROFILE
D (depth)
750
PROFILE
750
PROFILE
339
272194
272.9
Area Height centroid B 9.5 11.5- 21.5 360- 18 300.2 289671above soffit [mm] [mm2] Yb 900 380- 12.5 308163 [mm]328.6 10.5 1000 400 20.5 - 24 358.2 11.5 - 13.5 327671 198.1
310140
255.0
TYE1 Y8 TYE2 TYE3 TYE4 TYE5 TYE6 TYE7 TYE8
4.5 - 8.5 28 - 31 7.5 - 9.5 8.5 - 10.5 9.5 - 11.5 10.5 - 12.5 11.5 - 13.5 12.5 - 14.5 13.5 - 15.5
400 1400 450 500
484 244080 179.2 400.0 585580 637.8 201.6 494 268520 504 293470 224.8 248.8 514 318920 525 344880 273.3 Depth 535 Span 371350 298.4 323.9 [m] [mm] 545 398330 555 425810 349.8
550 SECTION PROPERTIES 600
Section 650 700 No. 750
14.23 317.3 156.12 18.07 310.6 22.54 305.4 27.62 301.4 33.31 298.2 B295.8 Area 39.62 46.54 294.1 [mm2] [mm] 54.09 292.8
PROFILE
commercial developments Span - 5-18m
Section modulus Zb (bottom) [mm3 x 10^6] 43.42
11.073 17.593
76.51
26.530
95.72
38.220
750
PROFILE
Typical Specification 7.44
8.18 8.99 Concrete
138.45
Transfer9.86 cube strength = 35 N/mm2. 10.81 strength = 60 N/mm2. 28 day cube 71.160 (Higher11.82 strengths can be accommodated where necessary)
161.83
93.052
186.56
118.990
116.40
52.990
12.90 14.05 Cement
Cement usually complies with B. S. 12 - Portland. The following may also be used: B. S. 3892 - p.f.a.
3.1420 17.54 5.86 118.990 14.05 186.56 4.4905 22.28 6.45 27.60 6.2035 7.05 33.45 8.3207 7.65 Design self weight per unit has been taken as 24kN/m3 39.81 10.8820 8.28 Dist.13.929 centroid to 8.92 Section modulus Height centroid Second moment Approximate 46.68 17.503 face 9.56 vertical above54.04 soffit self weight of area Zb (bottom) 21.646 61.88 Xb [mm] 10.22 Zt (top) Yb [mm] [kN/m] [mm4 x 10^9]
Aggregates
Section modulus Zb (bottom) Zt (top) [mm3 x 10^6] [mm3 x 10^6]
316650
265.4
17.5 - 19.5
800
200
348650
309.8
Second moment Approximate self weight of area [kN/m] [mm4 x 10^9]
316650
265.4
35.64
61.04
16.202
7.60
348650
309.8
46.96
74.32
23.020
8.37
380650
353.4
58.76
87.56
30.944
355050
357.0
59.39
100.33
35.813
8.52
387050
409.2
75.39
116.23
47.559
9.29
459.6
131.53
60.446
10.06
1120
440
419050
750
91.52 PROFILE 87.39
143.57
9.14
9.44
M8
25 - 27
1200
680
393450
454.1
M9
26.5 - 28.5
1280
680
425450
512.3
108.09
161.96
82.977
10.21
27 - 29
1360
680
457450
568.0
128.65
179.36
101.880
10.98
TYE Beam Section No
Span [m]
Area [mm2]
Height centroid above soffit Yb [mm]
M4
19 - 21
880
200
380650
353.4
M5
20.5 - 22.5
960
440
355050
357.0
M6
22 - 24
1040
440
387050
409.2
M7
23.5 - 26
1120
440
419050
459.6
M8
25 - 27
1200
680
393450
454.1
M9
26.5 - 28.5
1280
680
425450
512.3
M10
27 - 29
1360
680
457450
568.0
4.5 - 8.5
Span [m]
TYE1 TYE2 TYE3 TYE4 TYE5 TYE6 TYE7 TYE8 TYE9 TYE10 TYE11
4.5 - 8.5 7.5 - 9.5 8.5 - 10.5 9.5 - 11.5 10.5 - 12.5 11.5 - 13.5 12.5 - 14.5 13.5 - 15.5 14.5 - 16.5 15.5 - 17.5 16 - 18
B [mm]
Area [mm2]
Height centroid above soffit Yb [mm]
400
218
188663 200046 212444 225858 240288 255733 272194 289671 308163 327671 348244
145.5 161.4 179.7 200.2 222.7 247.0 272.9 300.2 328.6 358.2 388.6
Section modulus Zb (bottom) Zt (top) [mm3 x 10^6] [mm3Bx 10^6] 7.69 9.71 12.35 15.62 19.54 24.14 29.42 35.41 42.11 49.56 57.76750
4.5 - 8.5 7.5 - 9.5 8.5 - 10.5 9.5 - 11.5 10.5 - 12.5 11.5 - 13.5 12.5 - 14.5 13.5 - 15.5 14.5 - 16.5 15.5 - 17.5 16 - 18
Depth [mm]
B [mm]
Area [mm2]
400 450 500 550 600 650 700 750 800 850 900
218 238 258 279 299 319 339 360 380 400 421
188663 200046 212444 225858 240288 255733 272194 289671 308163 327671 348244
Height cent above soffit [mm] 145.5 161.4 179.7 200.2 222.7 247.0 272.9 300.2 328.6 358.2 388.6
13.46 17.35 22.00 27.28 33.10 39.38 46.04 53.06 60.40 68.05 76.01
SECTION PROPERTIES
Second moment Approximate self weight of area [kN/m] Section [mm4 x 10^9] 1.9581 2.8011 3.9538 5.4630 7.3730 9.7266 12.565 15.926 19.851 24.375 29.539
4.53 4.80 5.10 5.43 5.77 6.14 6.54 6.96 7.40 7.87 8.36
3.1420 4.4905 6.2035 8.3207 10.8820 13.929 17.503 21.646 26.401 31.814 37.928
5.86 6.45 7.05 7.65 8.28 8.92 9.56 10.22 10.89 11.58 12.27
No.
TYE1 TYE2 TYE3 TYE4 TYE5 TYE6 TYE7 TYE8 Design self weight per unit has been taken as 24kN/m3 TYE9 Approximate Second moment Section modulus self weight of area Zt (top) Zb (bottom) [kN/m] TYE10 [mm4 x 10^9] [mm3 x 10^6] [mm3 x 10^6] TYE11
PROFILE
Depth B [mm] [mm]
Area Height centroid Dist. centroid to [mm2] above soffit vertical face Xb [mm] Yb [mm]
400 450 500 550 600 650 700 750 800 850 900
244080 268520 293470 318920 344880 371350 398330 425810 453800 482290 511300
484 494 504 514 525 535 545 555 565 575 585
65.187
TY1 TY2 TY3 TY4 TY5 TY6 TY7 TY8 TY9 TY10 TY11
Span [m]
Design self weight per unit has been taken as 24kN/m3
Depth [mm]
450 7.5 - 9.5 for short 238 EdgeTY3TY2beam 500 258 8.5 - 10.5 550 279 9.5 - 11.5 span and TY5TY4medium 600 299 10.5 - 12.5 650 TY6 319 11.5 13.5 bridges and TY7 700 339 12.5 - 14.5 750 TY8 13.5 - 15.5 360 commercial TY9 800 380 14.5 - 16.5 TY10 15.5 - 17.5 850 400 developments TY11 900 421 16 - 18 Span - 5-18m Section No.
Second moment Approximate self weight of area [kN/m] [mm4 x 10^9]
58.96
Height centroid above soffit Yb [mm]
SECTION PROPERTIES
B
Design self weight per unit has been taken as 24kN/m3
13.46 above soffit 4.53 1.9581 [mm2] Yb Zt4.80 (top) 9.71 17.35 [mm]2.8011 12.35 22.00 5.10 3.9538 [mm3 x 10^6] 15.62 27.28 5.43 5.4630 310140 255.07.3730 198.1 24.88 5.77 19.54 33.10 24.14Design self weight 39.38per unit has been 6.14 taken as 24kN/m3 340830 298.49.7266 227.0 35.07 29.42 46.04 Second moment 12.565 Approximate 6.54 Section modulus 35.41 53.06 6.96 of area15.926 self weight 374420 346.8 47.95 255.8 Zt (top) Zb (bottom) [mm4 x 10^9] 42.11 60.40 19.851 [kN/m]7.40 [mm3 x 10^6] [mm3 x 10^6] 410880 399.3 24.375 284.7 63.63 49.56 68.05 7.87 7.44 8.36 11.073 29.539 43.4276.01 24.88 57.76 450230 455.2 313.5 82.19 17.593 35.07 58.96 8.18
421 388.6 1100 23 - 26348244 298.4 12.5 227.0- 14.5340830 Y3 900Y6 13.5 18 - 21.5 346.8 47.95 26.530 255.8-25 76.51 8.99 1200 492460 514.0 342.3 - 374420 28.5 103.73 15.5 SECTION Design self weight per unit has been taken 9.86 as 24kN/m3 Y4 1000 20.5PROPERTIES - 24 399.3 95.72 38.220 284.7 63.63 16.5410880 Y7 14.5 -27.5 537580 - 31 1300 575.0 371.2 128.35 to Approximate Height centroid Depth Second moment 10.81 Section Y5 Section116.40 modulus 1100 B 313.5 Area 450230 23Span - 26 455.2Dist. centroid 52.990 82.19 [m] [mm] [mm] vertical face self weight of area No. -[mm2] 17.531 above soffit514.0 400.0 Zt (top) 585580 Y8 15.5 156.12 Zb (bottom) 637.8 Y6 1200 342.3 28 -492460 25 - 28.5 103.73 71.160 138.45 Yb [mm] 1400 Xb [mm] [kN/m] [mm4 x 10^9] 11.82 [mm3 x 10^6] [mm3 x 10^6] 16 - 18 537580 Y7 27.5 - 31 1300 371.2 575.0 93.052 12.90 128.35 161.83 Y2
750
Beam
700 Depth 750 [mm] Y3 800 Y4 850 700 900 Y5 800
12.5 Span- 14.5 (m) - 15.5 -13.5 Beams @ 14.5 1000- 16.5 c/c 15.5 - 17.5 1416- -16.5 18 15.5 - 19
247.0 800
[mm]7.69
23.5 - 26
Edge beam 9.44 for short 65.187
680 84.39 106.27 42.335 65.187 143.57 512.3 87.39 425450
459.6
Y Beam PROFILE B B SECTION PROPERTIES Ideal for medium and long span bridges and commercial 218- Beams 188663 400 145.5 TY1 4.5 - 8.5 [mm] No @ 238 1000 c/c 450 200046 TY2 7.5 - 9.5 161.4 developments. 258 500 TY3 179.7 8.5 - 10.5 4.5 - 8.5 212444 279 TY4 550 225858 9.5 - 11.5 200.2 Span 14-31m Y1 7.5 9.5- 16.5240288 700 299-14 TY5 600 10.5 - 12.5 222.7 PROFILE
283.45
1280398.4 454.1
U7 M10
B 750
143.57
440 419050 1120 510457 1200 90026.5 680 - 28.5 393450 2514.5 - 27 - 20 M9
200
M3
Design self weight per unit has been taken as 24kN/m3 Area [mm2]
M10
TY1
750
TYE Beam
U3 M8
23.5 - 26
B
15.46 8.52
200.36 100.33
187.93 Design677357 self weight per unit has634.3 been taken as 24kN/m3 30.944 9.14 58.76 87.56
16 - 18
720
Section No
B
SECTION PROPERTIES
TY Beam
15.46 200.36 117.510 SECTION PROPERTIES Design self weight per unit has been taken as 24kN/m3 U10 22.5 - 30.5 1400 677357 634.3 16.26 187.93 226.90 143.910 B Depth Area Height centroid Second moment Approximate Span Section Section modulus U11 24 - 32 682.2soffit Yb 212.40 17.06 254.60 173.690 [mm]1500 [mm] self weight [m] of area No Span710737[mm2] above Zt (top) Zb (bottom) [mm] [mm4 x 10^9] 17.86[kN/m] 25.5 - 34 U12 730.4 1600 [m]744117 238.07 283.45 207.030 [mm3 x 10^6] [mm3 Depth Height centroid B x 10^6] Area Section Span (m)
D (depth)
am
M5 M7
970
D (depth)
d medium dges and cial um ments 18m
SECTION PROPERTIES SECTION PROPERTIES
200 M3 348650 17.5 - 19.5 800 309.8 1040 M6 U10 22 - 2422.5 - 30.5 440 SECTION PROPERTIES 200 M4 380650 353.4 1400 19 - 21 880
Section M6 No
34 m
mBeam
1200 727908 114.21 484.40 19 - 26.5 159.60 235.78 17.46 1300 762644 142.09 528.97 21 - 28.5 184.29 268.62 18.30 1400 814082 22.5 - 30.5 585.39 19.53 219.68 305.69 178.95 Design self weight per unit has been taken as 24kN/m3 24 - 32 1500 20.37 848817 631.44 248.24 341.46 215.61 25.5 - 34 1600 883553 677.81 278.12 378.40 256.48 centroid 21.20 Height Second moment Approximate Section modulus Depth Area Design self weight per unit has been taken as 24kN/m3 1700No 420.11 27.5 - 36 Section 935690 309.56soffit Yb 22.45 Zt (top) self weight above of area Zb (bottom) Span (m) 736.85 [mm] 321.40 [mm2] 29 - 37.5 Section1800 Span 790.77 Web 362.97 Area463.24 Height366.32 977621 23.46 Depth centroid Second [mm] [kN/m] [mm4 xmoment 10^9] Approximate [mm3 x 10^6] [mm3 x 10^6] Section modulus 30.5 - 39 24.44 1018768 844.45 Height406.12 [mm2] 507.64 above428.68 [mm] self weight soffit Yb of area No. 1900 Zt (top) Zb (bottom) 553.33 497.34 1060951 451.64 25.46 2000 32 - 40.5 [mm] [kN/m] [mm4 x 10^9] 14.5 - 20 898.81 H900 510457 398.4 12.25 84.39 106.27 42.335 U3 [mm]500.41 2100 1105933 954.72 573.11 600.29 26.54 x 10^6] 33.5 - 41 [mm3 [mm3 x 10^6] 2200 1153716 648.48 656.32 27.68 102.49 35 - 43.5 U5 16 - 22 1012.09 1000 552.50 543837 444.8 13.05 127.91 56.898 M2 35.64 61.04 720 316650 7.60 200 16.202 265.4 16 18 Design self weight per unit has been taken as 24kN/m3 2300 747.29 1204298 1070.80 607.95 697.88 28.90 36.5 - 45 U7 17.5 17.5 1100 577217 491.7moment Approximate 121.93 13.85 150.83 74.168 Web - 19.5 Depth Area- 24.5 Height centroid Second Span 74.32 46.96 M3 348650 8.37 23.020 800 200 309.8 Section modulus Height [mm] [mm2] above soffit Yb self weight of area Zb (bottom) Zt (top) 610597 539.0x 10^9] 58.76 174.99 14.65 142.68 94.315 [kN/m] M4 U8 H [mm] 87.56 9.14 380650[mm3 30.944 353.4[mm4 200[mm3 19 - 2119 - 26.5880 [mm] 1200 x 10^6] x 10^6]
M Beam Provides voided bridge deck for medium PROFILE and long span road bridge construction. Span: 16-29m SECTION PROPERTIES
meam
voided eck for and long d bridge ction edium 6-29m pan
CSU8 CSU9 CSU10 CSU11 CSU12 CSU13 CSU14 CSU15 CSU16 CSU17 CSU18 CSU19 Section No.
970
PROFILE
D (depth)
m
PROFILE
16 - 18
PROFILE
SECTION PROPERTIES Short and Span medium Web Depth Section Height [mm] span No.bridges and H [mm] 200 720 16 - 18 M2 commercial 200 M3 17.5 - 19.5 800 200 M4 19 - 21 880 developments M5 440 20.5 - 22.5 960 440 1040 22 - 24 SpanM6- 5-18m M7
D (depth)
Beam
ng ges 5m
M2
970
TY Beam
M Beam
PROFILE
Depth [mm]
SECTION PROPERTIES
SECTION PROPERTIES
GE BEAM on Properties
Span
H [mm]
Provides voided bridge deck for medium and long span road bridge construction Span - 16-29m
188663 200046 212444 225858 240288 Area 255733 [mm2] 272194 572964 289671 607700 308163 327671 642435 348244 693173
Web Height
Section No.
H
Section modulus Zt (top) Zb (bottom) [mm3 x 10^6] [mm3 x 10^6]
D (depth)
Height centroid above soffit Yb [mm]
400
D (depth)
D (depth)
eam
Area [mm2]
7.69 13.46 4.53 1.9581 145.5 9.71 17.35 2.8011 4.80 161.4 12.35 22.00 5.10 3.9538 179.7 Design self weight per unit has been taken as 24kN/m3 15.62 27.28 5.43 5.4630 200.2 5.77 19.54 7.3730 Approximate 222.7 Height centroid Second moment Section modulus33.10 39.38 9.7266 247.0 6.14 self weight above soffit Yb of area Zt24.14 (top) Zb (bottom) [mm] [kN/m] [mm3 x 10^6] [mm346.04 x 10^6] [mm4 x 10^9] 29.42 12.565 272.9 6.54 305.43 71.92 35.5715.926 13.75 116.46 300.2 35.41 53.06 6.96 750 346.09 49.6419.851 143.43 14.58 89.61 42.11 7.40 328.6 60.40 358.2 49.56 68.05 7.87 387.76 108.86 15.41 171.89 66.6524.375 PROFILE 388.6 57.76 76.01 8.36 440.39 204.17 136.31 89.9129.539 16.63 1200 727908 114.21 484.40 159.60 235.78 19 - 26.5 17.46 CSU8 1300 762644 142.09 528.97 184.29 268.62 21 - 28.5 18.30 CSU9 TYE Beam Design self weight per unit has been taken as 24kN/m3 1400 814082 22.5 - 30.5 585.39 19.53 219.68 305.69 178.95 CSU10 Edge beam for short and Span Approximate Depth Area Dist. centroid to B Height centroid Second moment Section 1500 20.37 24 - 32 848817 631.44 248.24Section modulus 341.46 215.61 CSU11 [m] [mm] [mm] [mm2] above soffit self weight vertical face of area No. medium span bridges and Zt (top) Zb (bottom) 21.20 25.5 - 34 1600 883553 677.81 278.12 378.40 256.48x 10^9] CSU12 Xb [mm] Yb [mm] [kN/m] [mm4 [mm3 x 10^6] 309.56 commercial developments. 1700 321.40x 10^6] [mm3 420.11 22.45 935690 736.85 27.5 - 36 CSU13 TYE1 484 3.1420 14.23 17.54 179.2 317.3 5.86 790.77 1800 244080 977621 362.97 463.24 366.32 23.46 CSU14 4.5 - 8.529 - 37.5400 Span: 5-18m TYE2 4.4905 18.07 22.28 201.6 6.45 310.6 494 1900 268520 1018768 24.44 844.45 406.12 507.64 428.68 CSU15 7.5 - 9.530.5 - 39450 B TYE3 8.5 10.5 500 504 293470 22.54 6.2035 27.60 7.05 224.8 305.4 553.33 497.34 1060951 898.81 451.64 25.46 2000 32 - 40.5 CSU16 Provides voided TYE4 9.5 - 11.5 514 318920 33.45 8.3207 27.62 248.8 301.4 7.65 550 2100 1105933 954.72 500.41 573.11 bridge deck 600.29 26.54 33.5 - 41 CSU17 for TYE5 10.5 - 12.5 600 525 344880 33.31 39.81 10.8820 273.3 8.28 298.2 Design self weight per unit has been taken as 24kN/m3552.50 SECTION PROPERTIES 2200 1012.09 1153716 648.48 656.32 27.68 35 43.5 CSU18 medium and TYE6 11.5 - 13.5 535 371350 650Height centroid 13.929 39.62 46.68 298.4 Second moment 8.92long 295.8 Approximate Depth Area Section modulus 747.29 1204298 1070.80 607.95 697.88 36.5 - 45 CSU19 span road28.90 bridge Span (m)TYE7 [mm] [mm2] Yb of area294.1 self weight Zt (top) Zb323.9 (bottom) Section No 700above soffit 12.5 - 14.5 54.04 17.503 46.54 9.56 5452300 398330 [mm] [kN/m] [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9] construction TYE8 13.5 - 15.5 425810 10.22 61.88 21.646 349.8 71.92 35.57 292.8 13.75 54.09 13 - 18.5 800 572964 750 305.43555 116.46 CSU1 Span - 16-29m 70.21 26.401 10.89 376.0 453800 607700 800 346.09565 14.5 - 20 TYE9 90014.5 - 16.5 49.64 292.0 143.43 14.58 62.27 89.61 CSU3 750 642435 850 387.76575 108.86 15.41 71.10 16 - 22 TYE10 1000 171.89 66.65 291.6 CSU5 482290 79.03 31.814 11.58 402.6 15.5 - 17.5 17.5 - 24.5TYE11 1100 204.17 136.31 89.91 CSU7 16 - 18693173 900 440.39585 511300 291.5 16.63 80.59 12.27 88.33 37.928 429.4 B
SECTION PROPERTIES
Design self weight per unit has been taken as 24kN/m3
D (depth)
E BEAM n Properties
179.2 201.6 224.8 248.8 273.3 298.4 323.9 349.8 376.0 402.6 429.4
317.3 310.6 305.4 301.4 298.2 295.8 294.1 292.8 292.0 291.6 291.5
14.23 18.07 22.54 27.62 33.31 39.62 46.54 54.09 62.27 71.10 80.59
Typical Specification
17.54 22.28 27.60 33.45 39.81 46.68 54.04 61.88 70.21 79.03 88.33
Span [m] 4.5 - 8.5 7.5 - 9.5 8.5 - 10.5 9.5 - 11.5 10.5 - 12.5 11.5 - 13.5 12.5 - 14.5 13.5 - 15.5 14.5 - 16.5 15.5 - 17.5 16 - 18
Depth B [mm] [mm]
Area Height centroid Dist. ce [mm2] above soffit vertic Xb Yb [mm]
400 450 500 550 600 650 700 750 800 850 900
244080 268520 293470 318920 344880 371350 398330 425810 453800 482290 511300
484 494 504 514 525 535 545 555 565 575 585
179.2 201.6 224.8 248.8 273.3 298.4 323.9 349.8 376.0 402.6 429.4
31 31 30 30 29 29 29 29 29 29 29
Concrete
Bearings
Transfer cube strength = 35 N/mm2. 28 day cube strength = 60 N/mm2. (Higher strengths can be accommodated where necessary) Bearings
Bearings for bridge beams particular application. As a closest to the abutment sh end of the beam (See sket the soffit line of prestress
Bearings for bridge beams should be considered on the merits of each particular application. As a general rule however, the edge of the bearing closest to the abutment should be detailed at least 125mm in from the end of the beam (See sketch below). Cast in items cannot project below Cement usuallythe complies B. S. 12units. - Portland. soffit line with of prestressed
Cement
The following may also be used: B. S. 3892 - p.f.a.
Aggregates
125
125
No
- Beams @ 1000 c/c
[mm]
[mm]
Y1
14 - 16.5
700
310140 198.1 CSU3
span bridges Section Properties Span: 13-45m
Cement
D (depth)
YE3
18CSU9 - 21.5
28.5 900 21 - 502.9
5244001300 413.4
YE4
CSU10 20.5 - 24
YE6 1400 464.6 30.5 580130 100022.5 -517.3
YE5
CSU11 23 - 26 25CSU12 - 28.5 CSU13 27.5 - 31 28 - 31 CSU14 CSU15 CSU16 CSU17 CSU18 CSU19
- 32 1100 24 531.8 - 34 1200 25.5546.2 - 36 130027.5560.6 37.5 1400 29 - 575.0 30.5 - 39 32 - 40.5 33.5 - 41 35 - 43.5 36.5 - 45
1500 516.827.5848817 637300 - 31 297.5 YE7 6959201600 569.8 883553297.1 - 31 297.3 YE8 1700 623.628935690 755980 8174801800 678.0 977621298.0 1900 1018768 1060951 2000 2100 1105933 2200 1153716 2300 1204298
YE6 YE7 YE8
U Beam Ideal for medium and long span bridges. Span: 14-34m
Ideal for medium and long span bridgesU Beam Spans:Ideal 14 -for34medium m and long span bridges Spans: 14 - 34 m
PROFILE
762644300.9
528.97 76.61
631.44 118.85560.6 1300 677.81 143.86 1400 736.85 171.55575.0 790.77 201.98 844.45 898.81 954.72 1012.09 1070.80
184.29 90.18
268.62 37.278
248.24 134.13 755980 278.12 159.10 817480 321.40 186.08 362.97 215.10 406.12 451.64 500.41 552.50 607.95
341.46623.6 69.316 378.40 90.659 420.11678.0 116.040 463.24 145.830 507.64 553.33 600.29 648.48 697.88
SECTION PROPERTIES
U3 U5
Depth [mm]
Span (m)
Section No
14.5 - 20
900
16 - 22
1000
D (depth)
CSU Beam
750
PROFILE 750
PROFILE PROFILE B
U Beam Beam Ideal for medium
and long span Edge beam for medium andbridges long14 - 34 m Spans: span bridges and commercial Ideal for medium developments and long span Span: 14-31m bridges Spans: 14 - 34 Y mBeam
Bridge Beams U Beam
186.08
201.98
215.10
21.20
23.46 24.44 25.46 26.54 27.68 28.90
510457
398.4
Design self weight per unit has been taken as 24kN/m3
543837
444.8
84.39
106.27
42.335
12.25
102.49
127.91
56.898
13.05
150.83
13.85 74.168 Edge beam for short
U8 900
19 - 26.5 398.4 510457
U5
16 - 22
1000 U9
543837 21 - 28.5 444.8
U7
17.5 - 24.5
1100
577217
U8
19 - 26.5
U10 1200
610597
Short and medium span 1200 610597 84.39 106.27 42.335539.0 12.25 142.68 bridges127.91 and commerical 102.49 56.898586.5 13.05 164.69 1300 643987 Span 121.93developments. 13.85 150.83 74.168 - 5-18m 1400 677357 634.3 14.65 187.93 174.99 142.68 94.315
U9
21 - 28.5
1300 U11
64398724 - 32 586.5
164.69 1500
200.36 710737
U10
22.5 - 30.5
U12
1400
677357
187.93
710737
682.2
1600
226.90
1500
744117 254.60
1600
744117
730.4
283.45
U11
24 - 32 25.5 - 34
TY Beam
25.5 - 34
634.3
212.40
238.07
Span (m) - Beams @ 1000 c/c
Depth B [mm] Section[mm]
No
117.510 682.2
15.46
212.40
143.910
16.26
173.690
17.06
238.07
207.030
17.86
730.4
TYE Beam
174.99
and medium14.65 span 94.315
200.36
bridges and 15.46 117.510
226.90
16.26 developments TY 143.910 Beam
254.60
commercial
173.690 Span - 5-18m17.06
and 283.45 Short207.030
medium span 17.86 bridges and commerical developments. Span - 5-18m
Typical Specifica 400
Design self weight per unit has been taken as 24kN/m3
M Beam
Design self weight per unit has been taken as 24kN/m3
Area Height centroid Design self weight perSecond unit hasmoment been taken Approximate as 24kN/m3 Section modulus Second moment Approximate Section modulus [mm2] self weight above soffit self Ybweight Zt (top) of area Zb (bottom) Provides of areacentroid Area Height Second moment voided Approximate Zt (top)B Zb (bottom) modulus [kN/m][mm3 xSection [mm4 x 10^9] [mm] [mm4 x 10^9] 10^6] [mm3 x 10^6] [mm] [mm] [mm2] self[kN/m] weight above soffit Yb [mm3 x 10^6] [mm3 x 10^6] of area - Beams @ bridge deck for Zt (top) Zb (bottom) Transfer cube 305.43 71.92 35.57x 10^9] 13.75strength = 35 N/mm2 800 572964 116.46 13 c/c - 18.5 255.0 [mm] [kN/m] 310140 43.42per unit has been 11.073 24.88 Design self weight [mm4 1000 taken as 24kN/m37.44 medium and longcube [mm3 x 10^6] [mm3 x 10^6] 28 day strength = 60 N/mm2. 340830 298.4 35.07 17.593 8.18 58.96 Second moment Approximate Area Height centroid 900 Section modulus 607700 14.5 - 20 346.09 143.43 89.61 span49.64 road bridge 14.58 [mm2] soffit Yb Zt (top) (bottom) 374420 346.8 47.95 76.51 700 310140 of area26.530 7.44 can be accommo 255.0self weight8.99 24.88 14 - 16 16.5- 22above 43.42 11.073(Higher strengths 198.1 Zb642435 1000 66.65 15.41 108.86 171.89 [mm] [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9]387.76[kN/m] construction 970 410880 399.3 95.72 38.220 63.63 71.92 13.75 9.86 572964 340830 35.57 298.4 15.5 - 19- 24.5 305.43800 1100 17.593 8.18 227.0 116.46 58.96 693173 440.3914.58 10.81 35.07 17.5 204.17 16.63 136.31 Span89.91 - 16-29m 450230 455.2 82.19 116.40 607700 346.09 49.6452.990 143.43 89.61 PROFILE 374420 66.6571.160 18 -1921.5 346.8 26.530 8.99 255.8 171.89 76.51 642435 387.76900 1200 108.86 492460 103.73 138.45 727908 114.21 484.4015.41 11.82 47.95 - 26.5 514.0 17.46 159.60 235.78 Area Height centroid [mm2] Yb Depth Span (m) above soffit [mm]
Concrete
700 CSU1198.1 Y1 14 -PROPERTIES 16.5 SECTION Y2 800CSU3 15.5 - 19 227.0 Depth Span (m) 900 Y1 [mm] Section No18 - 21.5 Y3 CSU5255.8 Y4 CSU1 20.5 - 24 800284.7 13 - 18.5 1000 Y2 Y5 CSU3 23 - 2614.5 - 20 1100CSU7 900313.5 Y31000342.3 Y6 CSU5 25 - 28.516 - 22 1200CSU8 1100371.2 693173 440.39 136.31 16.63 Y7 CSU7 27.5 -17.5 31 - 24.5 1300 Y4 537580 128.35 161.83 1000 1300 410880 89.9193.052 20.5 399.3 284.7 204.17 762644 528.9717.46 12.90 63.63 21- 24 - 28.5 575.0 184.29 CSU9 114.21 484.40 159.60 235.78 14.05 118.990 Y8 CSU8 28 - 3119 - 26.5 1400 1200400.0 727908 585580 637.8 156.12 186.56 762644 184.29 21 - 28.5 CSU9 Y51300 450230 142.09 455.2 2322.5 - 26- 30.5528.971100 1400 313.5 268.62 82.19 814082 585.3918.30 219.68 CSU10 1400 814082 22.5 - 30.5 585.39 19.53 219.68 305.69 178.95 CSU10 848817 631.4420.37 248.24 CSU11 Y61500 342.3 341.46 492460 215.61 514.0 25 - 24 28.5- 32 631.441200 1500 103.73 24 - 32 848817 248.24 CSU11 25.5 - 34 883553 278.12 CSU12 25.5 883553 677.8121.20 278.12 CSU12 Y71600 27.5 - 31- 34 677.811300 1600 371.2 378.40 537580 256.48 575.0 128.35 1700 321.40 420.11 22.45 935690 736.85 309.56 27.5 - 36 CSU13 321.40 935690 736.8523.46 CSU13 400.0 463.24 2827.5 - 31 - 36 790.771400 1700 Y81800 585580 366.32 637.8 156.12 29 - 37.5 977621 362.97 CSU14 1900 30.5 - 39 1018768 406.12 507.64 CSU15 977621 428.68 790.7724.44 362.97 29 - 37.5 844.45 1800 CSU14 1060951 898.81 451.64 Design553.33 25.46 2000 32 - 40.5 CSU16 PROPERTIES SECTION self weight per497.34 unit has been taken as 24kN/m3 406.12 1018768 30.5 - 39 954.72 1900 CSU15 2100 1105933 500.41 573.11 844.4526.54 600.29 33.5 - 41 CSU17 Approximate Height centroid Dist. centroid to Second moment Section Span (m) Depth B 2200 Area 1153716 552.50 Section modulus 648.48 656.32 of area - 43.5 2000 1060951 898.8127.68self weight 451.64 32 - 40.5 1012.09 CSU16 vertical face No CSU18 - Beams @ 35 [mm] [mm] [mm2] above soffit Zb (bottom)747.29 2300 1204298 607.95Zt (top) 697.88 CSU19 Yb [mm] 1070.80 [mm4 x 10^9]28.90 [kN/m] 1000 c/c 36.5 - 45 [mm3 x 10^6] 954.72 500.41 33.5 - 41 Xb [mm]2100[mm3 x 10^6]1105933 CSU17 700 474.1 417260 17.106 315.0 14 - 16.5 54.31 YE1 1012.09 10.01 552.50 35 - 43.5 309.5 2200 44.43 1153716 CSU18 800 304.4 25.879 488.5 470100 363.4 71.21 11.28 59.28 YE2 15.5 - 19 1070.80 12.59 607.95 36.5 - 45 300.9 2300 76.61 1204298 CSU19 900 502.9 524400 37.278 413.4 90.18 YE3 18 - 21.5
Typical Specification: Concrete PROFILE
Cement
95.72 268.62 116.40 305.69 341.46 138.45 378.40 161.83 420.11 186.56 463.24 507.64 553.33 600.29 648.48 697.88
38.220Cement usually 9.86 complies with B. S. 1 142.09 18.30 52.990The following 10.81may also be used: 178.95 19.53 B p.f.a. 20.37 215.61 71.160B. S. 3892 -11.82 21.20 256.48 93.052 12.90 Short and medium 22.45 309.56 span118.990 bridges and 14.05 366.32 Comply with 23.46 B. S. 882 - Concrete ag commercial 24.44 428.68 developments 750 497.34 25.46 Span - 5-18m PROFILE 573.11 26.54 Comply with B. S. 5896 with Class 2 656.32 27.68 standard at 209 kN ma 747.29 15.7mm dia. 28.90
TY Beam
Aggregates
Prestressing Strands
Beam TYE Tolerances
SECTION PROPERTIES
YE5
18.14
developments
Span (m)
U12
Beam
19.62 Short andotherwise, medium Unless specifically agreed beams will be made t span bridges the full tolerances shown in DTpand specification. Clause 1710 (or B.S. 8110 Partcommercial 1, Clause 6.11.3 and 6.11.4).
Design self weight per unit has been as 24kN/m3 Spantaken - 5-18m
14.5 - 20
22.5 - 30.5539.0
116.040 TY Tolerances145.830
Height centroid Section modulus Second moment Approximate self weight above soffit Yb of area Zb (bottom) Zt (top) [mm] [kN/m] [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9]
Area [mm2]
1000 517.3 580130 51.641 298.7 464.6 13.92 111.15 96.45 YE4 20.5 - 24 Design self weight per unit has been taken as 24kN/m3 SECTION 1100 531.8 637300 297.5 69.316 516.8 15.30 23 - 26PROPERTIES 134.13 118.85 Height centroid Second moment Approximate Section modulus Area 1200 546.2Depth695920 297.1 569.8 159.10centroid 90.659 16.70to 143.86 YE6 25 - 28.5 Height Dist.self centroid Span (m) weight above soffit Yb of area B Depth Area Zb (bottom) Zt (top) Section No Span (m)Section [mm] [mm2] 1300 No 116.040 560.6 755980 186.08 soffit 27.5 - 31 18.14 YE7 [kN/m]face [mm4 x 10^9] vertical 10^6] [mm3 x171.55 10^6] - Beams @623.6 [mm][mm]297.3[mm] [mm2][mm3 xabove 1400 575.0 817480 215.10 145.830Xb [mm] 298.0 201.98 19.62 28 - 31 YE8 c/c678.0 14.5 - 20 900 1000510457 398.4 12.25 84.39 106.27Yb [mm]42.335 U3
B 750
Design self weight per unit has been taken as 24kN/m3
(or B.S. 811010.01 Part 1, Clause 6.11.3 an 17.106 44.43 54.31per unit commercial Design self weight has been taken as 24kN/m3 developments
11.28 Second25.879 moment Approximate Section modulus71.21 Depth Area Spanof-37.278 5-18m 900 502.9 524400 300.9Yb 413.4 above soffit 18 - 21.5Span (m) 76.61 90.18 YE3 No self12.59 weight area Zb (bottom) Zt (top) Section [mm] 1400 677357 634.3 [mm2] 143.910 16.26 187.93 226.90 isU10 provided as an illustrative guideline only, variations will occur. Project specific [kN/m] x 10^9] x 10^6] [mm451.641 [mm396.45 x 10^6] [mm3111.15 1000682.2 517.3212.40580130 254.60 464.6 173.690 [mm] - 24 298.7 13.92 24 - 32 YE4 1500 20.5 710737 U11 17.06
Note:PROFILE Technical data 25.5 - 34 U12 730.4 531.8238.07637300 1600 Concast 283.45 516.8 207.030 17.86 parameters must be referred toYE5the 297.5 -744117 26 14.5 -1100 20 design 900 team 510457for analysis. 398.4 U3 23
59.28
22.5 - 30.5
YE6U5 25 - 28.5 16 - 1200 22
750
PROFILE B
YE7
27.5 - 31
1300
560.6
755980
YE8
28 - 31
1400
575.0
817480
U7
SECTION PROPERTIES U8 Section No
Span (m) - Beams @
546.2 569.8 1000 695920 543837
Depth [mm]
U9
17.5 - 24.5
B [mm]
19 - 26.5
1100
Area Height centroid [mm2] above soffit Yb
21 - 28.5
1200
444.8297.1 297.3
623.6
577217
491.7
678.0
298.0
610597
134.13 106.27
69.316 42.335
15.30 12.25
159.10 127.91
90.659 56.898
16.70 13.05
171.55
121.93
201.98
186.08
150.83
215.10
539.0
142.68
174.99
164.69
200.36
TY Beam Approximate Second moment of area
118.85 84.39 143.86 102.49
self weight 586.5
Design self weight per unit has been taken as 24kN/m3
1300Section modulus643987
B
Second moment Approximate Section modulus Edge beam for short self weight agreed otherwise of area Unless specifically Zt (top) Zb (bottom) and[mm4 medium span [kN/m] xthe 10^9] full tolerances shown in DTp sp [mm3 x 10^6] [mm3 x 10^6]bridges and
16 - 22 1000 2 543837 444.8 13.05 102.49 127.91 2 Transfer cube strength U5U7= 35N/mm 28 day strength =56.89860N/mm 700491.7cube 474.1121.93417260 309.5 16.5 YE1 1100 14; - PROPERTIES 17.5 - 24.5 577217 13.85 150.83 315.0 74.168 SECTION 19 26.5 U8 1200 610597 539.0 174.99 14.65 142.68 94.315 800 470100 304.4 488.5 15.5 19 363.4 YE2 (Higher strengths can be accommodated where necessary) Height centroid U9 21 - 28.5 1300 643987 586.5 15.46 164.69 200.36 117.510
D (depth)
YE
Edge beam for medium and long span bridges and commercial developments Span: 14-31m
D (depth)
YE Beam
PROFILE
171.55
298.022.45
215.61 15.30 256.48 16.70 309.56 18.14 366.32 19.62 428.68 497.34 573.11 656.32 747.29
U3
Section No
commercial span bridgesIdeal for long span bridges developments Span: 13-45m Span: 13-45m Span: 14-31m
297.320.37
18.30
178.95 13.92
Section No
B
D (depth)
Y Beam Ideal for medium CSU Beam and long span
1070.80 297.119.53
142.09 12.59
Height centroid Second moment Approximate Section modulus Area above soffit Yb 1100Zt (top) of area Zb (bottom) [mm2] 17.5 - 24.5 577217 491.7 self weight 121.93 [mm] [kN/m] [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9]
491.7
13.92 111.15 600.29 26.54 Comply with573.11 B. S.51.641 5896 with Class 2 relaxation. 648.48 656.32 69.316at 209 kN27.68 15.30 134.13 15.7mm dia. standard max. initial force 747.29 697.88 28.90 90.659 159.10 16.70
96.45 500.41 552.50 118.85 607.95 143.86
Depth [mm] U7
BRIDGE BEAM SECTION PROPERTIES CSU Beam SECTION PROPERTIES SECTION PROPERTIES Depth Section Properties for long span bridges. Span (m) [mm] Section No Y Beam Ideal Span: 13-45m B
Prestressing Strands
15.41
298.716.63 954.72
89.91 10.01
2300219.68 - 45 CSU19 25 -814082 1200 6959201204298 546.2 569.8 28.536.5 585.39 305.69 298.7 111.15 51.641 96.45
SECTION PROPERTIES
BRIDGE BEAM PROFILE Section Properties
[kN/m] 66.65
1200 363.4 23727908 114.21 484.40 235.78516.8 11.28 470100 71.21 25.879 59.28 531.8 2200159.60 1012.09 - 43.5 CSU18 1100 6373001153716 297.517.46 - 2635304.4 YE5
D (depth)
PROFILE
26.5 800 19 - 488.5
D (depth)
PROFILE
750
[mm4 x 10^9] 387.76 108.86 171.89 [mm3 x 10^6] [mm3 x 10^6]
1000 5801301105933 517.3 - 2433.5 YE4 20.5693173 2100136.31 - 41 CSU17 440.39 204.17464.6 309.5 44.43 54.31 17.106
24.5 4172601100 315.0 70017.5 -474.1
H
750
1000 Yb [mm] 642435Xb [mm]
16 - 22
14CSU7 - 16.5 15.5CSU8 - 19
D (depth)
1000 c/c CSU5
YE1 YE2
D (depth)
D (depth)
PROFILE
PROFILE
Ideal for medium and long span bridges and commercial developments bridges and Ideal forSpan: long 14-31m
M Beam
Aggregates
Span: 14-31m
U Beam
14.5 - 20 24.88 255.0
SECTION PROPERTIES
D (depth)
Edge beam for medium and long YE Beam span bridges and CSU Beam Edge beam for commercial Ideal for long medium and long spanbridges bridges and span developments commercial 13-45m Span: Span: 14-31m developments
Concrete
self weight
of area
Zb (bottom) 800 [mm3 x 10^6]
[kN/m] 305.43 [mm4 x 10^9] 71.92 35.57 13.75 572964 116.46 Transfer cube49.64 strength = 35 N/mm2. 90043.42 607700 346.09 7.44 143.43 14.58 11.073 89.61 28 day cube strength = 60 N/mm2. Y2 800 17.593 340830 15.5 - 19 227.0 298.4 35.07 58.96 8.18 1000 642435 387.76 108.86 15.41 16 - 22 171.89 66.65 CSU5 Y3 900 374420 26.530 18 - 21.5 255.8 346.8 47.95 76.51 8.99 (Higher strengths can be accommodated where necessary 1100 693173 440.39 17.5 - 24.563.63 204.17 136.31 89.91 16.63 Y4 1000 20.5 - 24 38.220 399.3 410880 284.7 CSU7 95.72 9.86 Y5 1100 52.990 450230 23 - 26 313.5 455.2 82.19 116.40 10.81 1200 727908 114.21 484.40 19 - 26.5 159.60 235.78 17.46 CSU8 Y6 1200 342.3 71.160 514.0 492460 25 - 28.5 103.73 138.45 11.82 750 YE Beam 1300 762644 142.09 21 - 28.5128.35 184.29 268.62 18.30 Y7 93.052 27.5 - 31 1300 371.2 CSU9 575.0 537580 12.90 528.97 161.83 B PROFILE Cementperusually complies withasB.24kN/m3 S. 12 - Portland. Design self weight unit has been taken 1400 400.0CSU10 118.990 31 186.56 585580 637.8 Edge beam for mediumY8and28 -long 1400 814082 14.05 585.39 22.5 - 30.5156.12 19.53 219.68 305.69 The following178.95 may also be used: Provides voided Approximate Height centroid Dist. centroid to Second moment Section Span (m) Depth B1500 Area 848817 Section modulus 24 - 32 20.37 631.44 248.24 341.46 215.61 CSU11 span bridges and commercial B. S. 3892 p.f.a. weight vertical face of area deckself No - Beams @ [mm] bridge for [mm] [mm2] above soffit Zt (top) Zb (bottom) 256.48 21.20 1600 Design self 883553 677.81 278.12 378.40 developments. Ybper [mm] Xbas[mm] [kN/m] [mm4 x 10^9] weight unit has been taken 24kN/m3 SECTION PROPERTIESCSU12 1000 c/c25.5 - 34 medium and22.45 long [mm3 x 10^6] 420.11 [mm3 x 10^6] 309.56 1700 321.40 935690 736.85 27.5 36 CSU13 Approximate Depth Area Height centroid Second moment Section modulus Span: 14-31m span road bridge Span (m) [mm] 14 - [mm2] self weight Zt (top) Zb (bottom) Section No 700 soffit Yb474.1 417260 977621 309.5 315.0 of area790.77 10.01 16.529 - 37.5above 44.43 54.31 with366.32 YE1 1800 362.97 463.24 CSU14 Comply B. S.17.106 882 - Concrete23.46 aggregates from Natural S [mm] [kN/m] [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9] B construction 11.28 SECTION PROPERTIES self weight per unit has been taken as 24kN/m3 4701001018768 304.413.75 406.12 25.879 - 1930.5 - 39800305.43 Design 488.5 71.21 59.28 YE2 71.92 13 - 18.5 800 15.5572964 116.46363.4 35.57844.45 CSU1 1900 24.44 507.64 428.68 CSU15 Second moment Approximate Section Span (m) Depth Area Height centroid Dist. centroid to B Section modulus Span 16-29m 14.5 - 20 346.09 49.64 143.43 89.61 CSU3@ vertical face900 soffit-607700 of area413.4self weight No - Beams 5244001060951 300.914.58 451.64 37.278 12.59 21.532 76.61 90.18 [mm] [mm] [mm2] YE3900above 18 2000Zb (bottom) 553.33 497.34 898.81 25.46 - 40.5 Zt (top)502.9 CSU16
CSUBRIDGE Beam BEAM YE Beam
[mm2] above soffit Yb Zt (top) [mm] 13 - 18.5 [mm3 x 10^6]
CSU1
D (depth)
Ideal for medium and long span bridges and commercial Ideal fordevelopments long Span: 14-31m
D (depth)
Y Beam
116.040
18.14
145.830
19.62
750
PROFILE
13.85 74.168 Typical Specification 7 94.315
14.65
117.510
15.46
Bridge Decks Concast manufactures various forms of bridge deck including glass reinforced concrete (GRC) panels and omnia plates. These panels replace the need for temporary shuttering and hence increase the speed of construction. A thorough testing and transparent quality control procedure is in place, as the units must be sufficiently durable to last the lifespan of the bridge.
Glass Reinforced Concrete (GRC)
Omnia Slab
GRC slabs are glass fibre reinforced concrete panels, which are used to span the short distance between bridge beams on site. They can be provided in various profiles such as corrugated or flat to suit the supporting beam design. They are light, durable and relatively inexpensive. GRC decks are recognised as an industry standard which are widely used on bridge beam projects.
Omnia slabs are a thin layer of solid concrete slab with a projecting lattice exposed to bind with an insitu concrete layer, poured later on site. It is suitable to span the short distance between bridge beams.
Precast Ramps Concast has provided ramp slabs on a number of major developments throughout the country. These are solid reinforced slabs used on pedestrian bridges or similar instances. Typical span up to 7 meters, depending on the depth of the required unit.
Bridge Decks 8
Retaining Wall Units Concast’s retaining wall units are an efficient means of bulk storage and the retention of materials. The precast concrete units are generally free-standing and can be dismantled or relocated if required.
Concast manufactures various types of retaining walls, including: • Single or double heel wall units, of varying heights to form a load-bearing wall. They can be loaded from one or both sides. • Retaining wall with insitu heel, the precast wall unit is cast with exposed projecting steel in the heel of the unit, the concrete is then poured on the projecting steel on site. • Twin walls, ideally suited for basements and embanking of materials. The twinwall comprises of two panels connected by a cast in steel lattice, the unit is then filled with insitu concrete, to form a single unit.
Single Heel
Double Heel
Twin Walls
In-Situ Heel
Retaining Wall Units 9
Concast’s concrete box culverts are used for conveyance of fluids such as stormwater, stream crossings and sewage as well as for short-span bridges and underground access. Precast box culverts are produced in a controlled environment allowing a high degree of quality and uniformity. Concast also provide wing walls and head beams, which can be used to guide fluids through the box sections.
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Culverts and Trenches In addition to a standard range of box culverts, Concast can also provide non-standard sizes to suit your requirements. U shaped culverts (or trenches) are also popular, when access is required from the top of the culvert. Lids can be cast separately for these units, which allow the user to have the culvert covered over or accessible, as required. These lids are often used when pipes or other equipment stored within the culvert/trench may require maintenance. Final design and wall thickness is dependent upon the project specific design criteria, which can be reviewed by our design department.
Culverts and Trenches 11
The Concast Precast Group provide complete precast concrete solutions for a wide range of sectors including:
Retail and office parks Concast provide multi-storey precast frames for retail or office buildings. Typically the floor plan maximises the open plan requirements, which consist of columns, beams, stairs, floors, wall panels with external precast cladding.
Leisure and Sports Stadia Concast typically provide terraced stadia seating units, wall panels, raker beams, columns, beams, flooring and stairs.
Residential – modern housing and apartments Residential schemes are ideally suited to precast concrete cross wall construction, consisting of load bearing and non-load bearing wall panels, floors, stair cores and lift shafts, balcony and cladding panels.
Multi-storey car parks Concast have extensive expertise in multi-storey car parks, consisting of multi-storey precast concrete columns, beams, spandrel panels, planters, flooring, stair cores and cladding panels.
Civil Engineering Solutions Concast provide precast solutions for road, rail, harbour and sewage treatment structures. The types of precast products provided include bridge beams, column and beams, culverts, retaining walls and other bespoke items.
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+ 44 (0)845 399 1592 + 353 (0)1 628 8055
[email protected] www.concast.ie
Registered Head-office: Concast Hazelhatch Newcastle Co. Dublin
