Bsl+Lvl+Plank

8/13/2019 Bsl+Lvl+Plank

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LVL Scaffold PlankBrochure

They are from PFS Certified Mill .


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LVL INTRODUCTION

Laminated Veneer Lumber is produced by bonding thin wood veneers together in a large billet so that the

grain of all veneers is parallel to the long direction. The LVL billet is then sawn to desired dimensions

depending on the construction application. Some of the products many uses are for headers and beams, hip

and valley rafters, scaffold planking, and the flange material for prefabricated wood I-joist . Compare with

traditional timber planks they are stronger and have minimized the natural defects such as knots and

warping , the planks are designed with predictable performance , to offer an safer condition to construction

workers .

Quality equals to lives !

Our Planks Will be Your Best Choice !


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OUR LVL SCAFFOLD PLA NK DESIGN PROPERTIES

Plank Thickness 1 1/2"

Flexural Stress, Fb 2, 950 psi

Modulus of Elasticity, E 2.00 x 106psi

Horizontal Shear Stress, Fv 200 psi

Compression Perpendicular to Grain, Fc 435 psi

Coefficient of Variation (MOR) 12%

GeneralNotes

DesignpropertiesaredeterminedinaccordancewithANSIA10.8-2001,AppendixC. Thesepropertiesapplyonlytoour laminatedveneerlumber(LVL)scaffoldplanksusedin conditionswherethemoisturecontentoftheplankisnot

expectedtoexceed19%.Thesevalues applyonlytoplanksusedintheflatorientation.

Fb,E,andFvshallbeadjustedbyafactorof0.80whenusedinconditionswherethemoisture contentoftheplankisexpectedtoexceed19%. Noincreasesinallowableunitstressesareincludedfor load-sharingsystems. Valuesareforneworlike-newproduct.


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ALLOWABLE SPANS FOR OUR LVL SCAFFOLD PLANK U.S.

2950 Fb-2.00E Design Deflection Table ---Dry Use [One Span (simple) L/60]

Load

Condition

MOE

(psi)

(E)

Static

Bending

(psi)(Fb)

Shear

(psi)(FV)

Width

(inch)

Depth

(inch)

Load

(psf)

Load

(lb)

Allowable

Span(ft)

Distance from

reaction to

nearest load

point (ft)(a1)

Distance from

reaction to

nearest load

point (ft)(a2)

Design

Deflection

(in) ()

Limit

Deflecti

on (in)

()Uniform

Area Load2000000 2950 200 9 1/4 1 1/2 50 10.50 2.03 2.10

Uniform

Area Load2000000 2950 200 9 1/4 1 1/2 75 9.00 1.64 1.80

One Man 2000000 2950 200 9 1/4 1 1/2 250 10.50 2.00 2.10

Two Man 2000000 2950 200 9 1/4 1 1/2 250 8.00 2.50 1.44 1.60

Three

Man2000000 2950 200 9 1/4 1 1/2 250 6.00 1.50 3.00 0.89 1.20

2950 Fb-2.0E Design Deflection Table ---Wet Use [One Span (simple) L/60]

LoadCondition

MOE

(psi)

(E)

Static

Bending(

psi)(Fb)

Shear(psi)(FV)

Width(inch)

Depth(inch)

Load(psf)

Load(lb)

AllowableSpan(ft)

Distance from

reaction tonearest load

point (ft)(a1)

Distance from

reaction tonearest load

point (ft)(a2)

Design

Deflection

(in) ()

Limit

Deflection

(in) ()

Uniform

Area Load1600000 2360 160 9 1/4 1 1/2 50 9.50 1.70 1.90

Uniform 1600000 2360 160 9 1/4 1 1/2 75 8.50 1.63 1.70


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Area Load

One Man 1600000 2360 160 9 1/4 1 1/2 250 9.50 1.85 1.90

Two Man 1600000 2360 160 9 1/4 1 1/2 250 7.50 2.25 1.44 1.50

Three

Man1600000 2360 160 9 1/4 1 1/2 250 5.00 1.00 2.50 0.58 1.00

GeneralNotes DesignloaddeflectionislimitedtoL/60. Two-spanvaluesassumebothspanshaveequallengths.Contactour Q.C. Depart.whenthetwospansdonothaveequallengths. Spansshownareconsideredthedistancebetweenthecenterlinesofbearers.

ActualLVL

scaffoldplanklengthswillbegreaterduetooverhangsor overlapsspecifi

edinANSIA10.8.Contactour Q.C. Depart.for additionalspan

information

UniformandpersonloadsshownaredefinedinANSIA10.8.ProperourLVLscaffoldplankselectionmustbebasedonthemostrestrictive loadcaseanticipatedwhenplanksareinservice.


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PRODUCT IDENTIFICATION

Structural laminated veneer lumber and meeting the performance requirements for scaffold planks specified in ANSI A 10.8

and OSHA standards .

Picture :


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Specification

ITEMS DATA

Moisture Content bellow 18%

Face Veneer Thickness 1.5 mm

Core Veneer Thickness 2.6mm

Species Chinese Masson Pine

Joints face Overlap

Joints other Butt

Density (Mean) 615 kg/m3

Adhesive Phenolic Formaldehyde Resin Glue


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DimensionalTolerances :

NotesUnless otherwise specified, the finished product tolerances as follows are accepted :

Length : 3900mm -0, + 3mm

Width : 235&225mm -1, + 1 mm

Thickness: 38.1mm -1, + 1 mm

Quality Control and Product Certification :

Our plank is manufactured in a quality controlled process as required by American Standards . Our planks has been

approved by American Inspection Third Party Agent audited by PFS ( Plywood Fabricator Service) Corporation to be

compliance with requirements of OSHA Standard .

Surface Finish : Unsanded faces, sawn edges , arrises removed by chamfering 5mm at angle degree 45 .


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Product Identification :Each plank is permanently indent branded along the edge with the following information :

a. Indicates the certified MFG Logo:b. 2.0E : Indicates MOE value.c. PROOF TESTED SCAFFOLD PLANK: Indicates each plank has been proof tested.d. Indicates the Shift No. which approved by PFSe. OSHA: Indicates the products are compliant the requirement of OSHA.f. MM-DD: Indicates production date , 02-28 for exampleg. : Logo of independent third party PFS.h. CN 001 : Indicates PFS certified mill No..i.

ABCDEFGHI: Leaves for PFS certified product no. per shipment (Total 9 numbers).

j. 1234567 : Leaves for customer name ( Short name will be better , max. 7 characters ).

B


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EASY STEPS TO FINISH AN ORDER

Send out an Inquiry Confirm All Details Confirm Quotation Sign on P.O.

Delivery Get Test Reports & Loading Pictures Transfer Deposi t Ask for a PI

Transfer Balance against B/L Copy Enjoy Good After-sales Service

Bsl+Lvl+Plank

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