Precast Concrete Products

Hollow Core Slabs

 

 

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STANDARD EP HOLLOW CORE SLAB

TYPES & SECTION

 

Notes:    Details are intended for general information, specific project details and data may vary. Eastern Pretech will assist for detail information.

 

WV8-150

 Self weight       :  2.00 kN/m2
Jointed weight : 2.35 kN/m2
 

WV6-205

 Self weight       :  2.25 kN/m2
Jointed weight : 2.70 kN/m2

AV5-265

 Self weight       :  2.95 kN/m2
Jointed weight : 3.20 kN/m2
       

EV4-325

 Self weight       :  3.75 kN/m2
Jointed weight : 4.05 kN/m2
 

EV4-360

 Self weight       :  3.95 kN/m2
Jointed weight : 4.25 kN/m2
 

EV4-415

 Self weight       :  4.45 kN/m2
Jointed weight : 4.80 kN/m2
 

EV4-460

 Self weight       :  5.00 kN/m2
Jointed weight : 5.40 kN/m2

EV4-500

 Self weight       :  5.95 kN/m2
Jointed weight : 2.35 kN/m2

 

(Note: Other Hollow Core slabs sizes for special usage are available upon request).

 

EP HOLLOW CORE SLAB LOADING CHART

Load-span graphs is based on:

Designed to BS 8110: 1997, simply supported Class 2 Member

Composite design with 75 mm (75T) concrete topping (except WV8-150 & WV6-

    205 which is 50mm (50T) thick)

Fire resistance in accordance with BS 8110 or UBBL, Malaysia, all 2 hours

    except WV8-150,  which is 1?hours

Concrete strength for slab at 28-days

=

 50.0 N/mm2

Standard hollow core slab design width is 1200mm

Concrete strength for topping at 28-days

=

30.0 N/mm2

* Loading   =  Imposed LL + Superimposed DL + Partition

                        (excluding self weight of slab & topping)

** Span is actual length of slab

*** Deflection after casting of topping not exceeding SPAN/250

 

Eastern Pretech (Malaysia) Sdn. Bhd. (184774-P)
No 28, Jalan 7/108C, Taman Sungai Besi, 57100 Kuala Lumpur, Malaysia
Tel: +603-7980 2728, Fax: +603-7980 5662,

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Last update on 13 July 2005