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Customer No.: Hilti EXBAR Rebar Design Page

Zainal AbidinLocation: Quotation:

Surabaya

Project:List No.

Phone: 081556620505 Date:B 2.19 ACI 318-02 Resp.: Project Name:

Table 3.3b

Hilti HIT-RE 500design loads in [kN/m]dry concrete

steel bond of adhesive concrete: splittingINPUT

Material Reduction Factors transverse reinforcementsteel strength 400 N/mm steel 1.11 spacing: 200class of concrete 35 N/mm bond 1.80 diameter 0Geometry concrete 1.18 yield strength 420min. edge distance 2.5 reduction factor 1.00 min. spacing 5 for allowable loadsDrilled Hole Condition shear stress acting in slab [N/mm] 0hole to be clean cracks parallel to bar nowater saturation 1 factor type of connection anchorage

Substrate temperature Cast-in bars yield strength fyl 420

at installation 20 C reinforcement location factor 1.3in service 20 C splice type (class B = standard) class B

bar size [mm] 10 13 16 19 22 25 29 32 35 16drill bit size [mm] 12-14 17-19 20-22 23-25 27-29 30-32 36-38 39-42 42-45sectional area of bars [mm] 71 127 199 287 387 507 642 794 957design yield [kN] 26 46 71 103 139 182 231 286 344

basic design bondanchorage [mm] 112 150 187 225 262 304 391 462 540multiple of bar size 12 12 12 12 12 12 14 15 15design bond stress [N/mm] 7.6 7.6 7.6 7.6 7.6 7.5 6.6 6.2 5.8

edge distance [mm] 50 65 70 75 125 125 140 145 150 40spacing s [mm] 200 200 200 200 200 200 200 200 295 80length to develop yield [mm] 112.3 149.6 187.3 225.0 264.2 338.8 420.3 508.7 539.9 425.2762

[N/mm] 7.6 7.6 7.6 7.6 7.6 6.7 6.1 5.6 5.8 3.555336[--] 11.8 11.8 11.8 11.8 11.9 13.3 14.7 16.0 15.5 26.57976

300 [mm] 25.7 45.6 71.5 103.1 139.3 161.5 165.1100 [mm] 22.9120 [mm] 25.7140 [mm] 25.7 42.7160 [mm] 25.7 45.6 61.1180 [mm] 25.7 45.6 68.7200 [mm] 25.7 45.6 71.5 91.7220 [mm] 25.7 45.6 71.5 100.8250 [mm] 25.7 45.6 71.5 103.1 131.8300 [mm] 25.7 45.6 71.5 103.1 139.3 161.5 165.1350 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 192.6 196.7 223.3400 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 220.1 224.8 255.1450 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 252.9 287.0 76.00141500 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 281.0 318.9 76.00141550 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 285.9 344.4 76.00141600 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 285.9 344.4 76.00141700 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 285.9 344.4 76.00141800 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 285.9 344.4 76.00141900 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 285.9 344.4 76.00141

1000 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 285.9 344.4 76.001411100 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 285.9 344.4 76.001411200 [mm] 25.7 45.6 71.5 103.1 139.3 182.4 231.3 285.9 344.4 76.00141

format of loads: bold = steel fully utilized; standard = bond is critical; italics = concrete is critical

Data and results must be checked for agreement with the actual existing conditions and for plausibility

Hilti AGFL-9494 Schaan

Rsd Rbd Rcd

fyl s str b db,tr

c fylcs,min dbsmin db

fw,sat

TinstTser

dbD0

cast

-in b

ar to

be

splic

ed (A

CI 3

18)AS

Fyd,sl'b0

cs1

lb

design bond stressmultiple of bar size

fbdlb /db

defo

rmed

hig

h bo

nd re

info

rcin

g ba

rs

load

s in

[kN

/bar

] for

rulin

g va

lues

ste

el, b

ond

and

conc

rete

pre-

drill

ed h

ole

to b

e cl

ean

at t

ime

of in

stal

latio

n

splic

e: la

p le

ngth

ls /

anc

hora

ge: l

inst

B 2.19 V2.10 03/2005 2004 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

cs1 cs2

ssc3=s/2 s/2 s/2 s cs1

s

cs1

cs3 cs4

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Users Instruction ACICalculationUsers InstructionUser Instruction CP65BenutzeranleitungUser Instruction BS 8110Instruccionesinstrukcja uytkownikaBenutzeranl. OenormBenutzeranl. SIA262Start

CommandButton1: TBoxSteel: 0.90TBoxBond: 0.56TBoxConcrete: 0.67TBoxReduction: 1.00