Hilti -profis Anchor Design Report 594 1a2b31
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PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
1
11/1/2010
Specifier's comments:
1. Input data
Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report:: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile Base material: Installation: Reinforcement:
HIT-RE 500-SD + HAS, 1 h ef,act = 8.260 in. (h ef,limit = - in.) ASTM F 568M Class 5.8 ESR 2322 11/1/2007 | design method ACI 318 / AC308 without clamping (anchor); restraint level (anchor plate): 2.0; eb = 1.000 in.; t = 1.000 in. lx x l y x t = 10.000 x 14.000 x 1.000 in. (Recommended plate thickness: not calculated) W shape (AISC); (L x W x T x FT) = 12.200 in. x 8.080 in. x 0.370 in. x 0.640 in. uncracked concrete , 4000, fc ' = 4000 psi; h = 29.520 in., Temp. short/long: 32/32°F hammer drilled hole, installation condition: dry condition A; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar
Geometry [in.] z
y
x
1
3
2
4
14.000
t=1.000 e b=1.000 h ef =8.260 x
h = 29.520
24.950
6.000
10.000
lx = 10.000 20.420
6.000
Loading [lb, in.-lb] Governing loads
Governing loads (Load case 1) N
28486
Vx
-3955
Vy
15047
Mx
0.000
My
0.000
Mz
0.000
Eccentricity (structural section) [in.] e x = 0.000; ey = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): no
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
2
11/1/2010
2. Load case/Resulting anchor forces Load case (governing): Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor
Tension force
Shear force
Shear force x
Shear force y
1
7122
3889
-989
3762
2
7122
3889
-989
3762
3
7122
3889
-989
3762
4
7122
3889
-989
3762
y 3
1 Tension
x max. concrete compressive strain [‰]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)=(0.000/0.000) [lb]: 28483 resulting compression force in (x/y)=(0/0) [lb]: 0
2
4
3. Tension load Load Nua [lb]
Capacity fN n [lb]
Utilization bN [%] = Nua /fNn
Status
Steel Strength*
7121
28542
25
OK
Bond Strength**
28486
44002
65
OK
Concrete Breakout Strength**
28486
36137
79
OK
Proof
* most unfavorable anchor **anchor group (anchors in tension) Steel Strength Nsa [lb]
f
fNsa [lb]
Nua [lb]
43910
0.650
28542
7121
ANa [in²]
ANa0 [in²]
s cr,Na [in.]
c cr,Na [in.]
c [in.]
c ac [in.]
850.50
536.54
23.163
11.582
20.420
12.390
k c,uncr
t k,uncr,2500 [psi]
k dry
t k,uncr [psi]
t k,max,uncr [psi]
y g,Na0
y g,Na
24
1945
1.00
1945
1389
1.000
1.000
e c1,N [in.]
y ec1,Na
e c2,N [in.]
y ec2,Na
y p,Na
y ed,Na
0.000
1.000
0.000
1.000
1.000
1.000
Na0 [lb]
f
fNag [lb]
Nua [lb]
50471
0.550
44002
28486
Bond Strength
Concrete Breakout Strength ANc [in²]
ANco [in²]
c [in.]
c ac [in.]
947.41
614.05
20.420
12.390
e c1,N [in.]
y ec1,N
e c2,N [in.]
y ec2,N
y ed,N
y ,N
k uncr
0.000
1.000
0.000
1.000
1.000
1.000
24.000
Nb [lb]
f
fNcbg [lb]
Nua [lb]
36034
0.650
36137
28486
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
3
11/1/2010
4. Shear load Load V ua [lb]
Capacity fVn [lb]
Steel Strength*
3889
12646
31
OK
Steel failure (with lever arm)*
3889
2603
150
not recommended
Pryout Strength**
15558
77834
20
OK
Concrete edge failure in direction
15558
55517
28
OK
Proof
Utilization bV [%] = Vua /fVn
Status
x-** * most unfavorable anchor **anchor group (relevant anchors) Steel Strength Vsa [lb]
f
fe b
fVsa [lb]
Vua [lb]
26345
0.600
0.800
12646
3889
0
Steel failure (with lever arm) lb [in.]
aM
2.000
2.00
N u/fN s
1 - Nu/fN s
M s [in.-lb]
M s=Ms (1 - Nu/fNs) [in.-lb]
0.250
0.750
5784.998
4338.748
Vs = aM * Ms / lb [lb]
f
fV s [lb]
Vua [lb]
4339
0.600
2603
3889
M
M
0
Pryout Strength (concrete breakout relevant) ANc [in²]
ANco [in²]
c [in.]
k
947.41
614.05
20.420
2.000
e c1,V [in.]
y ec1,N
e c2,V [in.]
y ec2,N
y ed,N
y ,N
k uncr
0.000
1.000
0.000
1.000
1.000
1.000
24.000
Nb [lb]
f
fVg [lb]
Vua [lb]
36034
0.000
77834
15558
Concrete edge failure in direction xle [in.]
d o [in.]
c 1 [in.]
AVc [in²]
AVco [in²]
8.000
1.000
20.420
1817.85
1876.41
y ed,V
y a,V
e c,V [in.]
y ec,V
y c,V
0.944
1.000
0.000
1.000
1.400
Vb [lb]
f
fVcbg [lb]
Vua [lb]
61920
0.000
55517
15558
5. Combined tension and shear loads
z
bN = N u /fN n
bV = V u /fVn
z
Utilization bN,V [%]
Status
0.788
0.308
5/3
81
OK
z
bNV = bN + bV <= 1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
4
11/1/2010
6. Warnings • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • The ACI318 is not dealing with anchor shaft bending, nevertheless, Hilti recommends to observe this capacity during design! • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The present version of the software does not for special design provisions for overhead applications. Refer to related approval (e.g. section 4.1.1 of the ICC-ESR 2322) for details. • IBC 2006, Section 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions!
Fastening does not meet the design criteria!
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
5
11/1/2010
7. Installation data Anchor plate, steel: Profile: W shape (AISC), 12.200 in. x 8.080 in. x 0.370 in. x 0.640 in. Hole diameter in the fixture: df = 1.125 in. Plate thickness (input): 1.000 in. Recommended plate thickness: not calculated
Anchor type and diameter: HIT-RE 500-SD + HAS, 1 Installation torque: 1800.000 in.-lb Hole diameter in the base material: 1.125 in. Hole depth in the base material: 8.260 in. Minimum thickness of the base material: 10.510 in.
7.0000
4.0000
y
1
3
4 4.0000
2
7.0000
x
2.0000
2.0000 5.0000
Coordinates Anchor [in.] Anchor x y 1 -3.000 3.000 2 -3.000 -3.000 3 3.000 3.000 4 3.000 -3.000
c -x 20.420 20.420 26.420 26.420
c +x -
c -y 30.950 24.950 30.950 24.950
5.0000
c +y -
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
1
11/1/2010
Specifier's comments:
1. Input data
Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report:: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile Base material: Installation: Reinforcement:
HIT-RE 500-SD + HAS, 1 h ef,act = 8.260 in. (h ef,limit = - in.) ASTM F 568M Class 5.8 ESR 2322 11/1/2007 | design method ACI 318 / AC308 without clamping (anchor); restraint level (anchor plate): 2.0; eb = 1.000 in.; t = 1.000 in. lx x l y x t = 10.000 x 14.000 x 1.000 in. (Recommended plate thickness: not calculated) W shape (AISC); (L x W x T x FT) = 12.200 in. x 8.080 in. x 0.370 in. x 0.640 in. uncracked concrete , 4000, fc ' = 4000 psi; h = 29.520 in., Temp. short/long: 32/32°F hammer drilled hole, installation condition: dry condition A; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar
Geometry [in.] z
y
x
1
3
2
4
14.000
t=1.000 e b=1.000 h ef =8.260 x
h = 29.520
24.950
6.000
10.000
lx = 10.000 20.420
6.000
Loading [lb, in.-lb] Governing loads
Governing loads (Load case 1) N
28486
Vx
-3955
Vy
15047
Mx
0.000
My
0.000
Mz
0.000
Eccentricity (structural section) [in.] e x = 0.000; ey = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): no
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
2
11/1/2010
2. Load case/Resulting anchor forces Load case (governing): Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor
Tension force
Shear force
Shear force x
Shear force y
1
7122
3889
-989
3762
2
7122
3889
-989
3762
3
7122
3889
-989
3762
4
7122
3889
-989
3762
y 3
1 Tension
x max. concrete compressive strain [‰]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)=(0.000/0.000) [lb]: 28483 resulting compression force in (x/y)=(0/0) [lb]: 0
2
4
3. Tension load Load Nua [lb]
Capacity fN n [lb]
Utilization bN [%] = Nua /fNn
Status
Steel Strength*
7121
28542
25
OK
Bond Strength**
28486
44002
65
OK
Concrete Breakout Strength**
28486
36137
79
OK
Proof
* most unfavorable anchor **anchor group (anchors in tension) Steel Strength Nsa [lb]
f
fNsa [lb]
Nua [lb]
43910
0.650
28542
7121
ANa [in²]
ANa0 [in²]
s cr,Na [in.]
c cr,Na [in.]
c [in.]
c ac [in.]
850.50
536.54
23.163
11.582
20.420
12.390
k c,uncr
t k,uncr,2500 [psi]
k dry
t k,uncr [psi]
t k,max,uncr [psi]
y g,Na0
y g,Na
24
1945
1.00
1945
1389
1.000
1.000
e c1,N [in.]
y ec1,Na
e c2,N [in.]
y ec2,Na
y p,Na
y ed,Na
0.000
1.000
0.000
1.000
1.000
1.000
Na0 [lb]
f
fNag [lb]
Nua [lb]
50471
0.550
44002
28486
Bond Strength
Concrete Breakout Strength ANc [in²]
ANco [in²]
c [in.]
c ac [in.]
947.41
614.05
20.420
12.390
e c1,N [in.]
y ec1,N
e c2,N [in.]
y ec2,N
y ed,N
y ,N
k uncr
0.000
1.000
0.000
1.000
1.000
1.000
24.000
Nb [lb]
f
fNcbg [lb]
Nua [lb]
36034
0.650
36137
28486
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
3
11/1/2010
4. Shear load Load V ua [lb]
Capacity fVn [lb]
Steel Strength*
3889
12646
31
OK
Steel failure (with lever arm)*
3889
2603
150
not recommended
Pryout Strength**
15558
77834
20
OK
Concrete edge failure in direction
15558
55517
28
OK
Proof
Utilization bV [%] = Vua /fVn
Status
x-** * most unfavorable anchor **anchor group (relevant anchors) Steel Strength Vsa [lb]
f
fe b
fVsa [lb]
Vua [lb]
26345
0.600
0.800
12646
3889
0
Steel failure (with lever arm) lb [in.]
aM
2.000
2.00
N u/fN s
1 - Nu/fN s
M s [in.-lb]
M s=Ms (1 - Nu/fNs) [in.-lb]
0.250
0.750
5784.998
4338.748
Vs = aM * Ms / lb [lb]
f
fV s [lb]
Vua [lb]
4339
0.600
2603
3889
M
M
0
Pryout Strength (concrete breakout relevant) ANc [in²]
ANco [in²]
c [in.]
k
947.41
614.05
20.420
2.000
e c1,V [in.]
y ec1,N
e c2,V [in.]
y ec2,N
y ed,N
y ,N
k uncr
0.000
1.000
0.000
1.000
1.000
1.000
24.000
Nb [lb]
f
fVg [lb]
Vua [lb]
36034
0.000
77834
15558
Concrete edge failure in direction xle [in.]
d o [in.]
c 1 [in.]
AVc [in²]
AVco [in²]
8.000
1.000
20.420
1817.85
1876.41
y ed,V
y a,V
e c,V [in.]
y ec,V
y c,V
0.944
1.000
0.000
1.000
1.400
Vb [lb]
f
fVcbg [lb]
Vua [lb]
61920
0.000
55517
15558
5. Combined tension and shear loads
z
bN = N u /fN n
bV = V u /fVn
z
Utilization bN,V [%]
Status
0.788
0.308
5/3
81
OK
z
bNV = bN + bV <= 1
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
4
11/1/2010
6. Warnings • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • The ACI318 is not dealing with anchor shaft bending, nevertheless, Hilti recommends to observe this capacity during design! • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The present version of the software does not for special design provisions for overhead applications. Refer to related approval (e.g. section 4.1.1 of the ICC-ESR 2322) for details. • IBC 2006, Section 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318-D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions!
Fastening does not meet the design criteria!
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
PROFIS Anchor 2.0.9
www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail:
Page: Project: Sub-Project I Pos. No.: Date:
-|-
5
11/1/2010
7. Installation data Anchor plate, steel: Profile: W shape (AISC), 12.200 in. x 8.080 in. x 0.370 in. x 0.640 in. Hole diameter in the fixture: df = 1.125 in. Plate thickness (input): 1.000 in. Recommended plate thickness: not calculated
Anchor type and diameter: HIT-RE 500-SD + HAS, 1 Installation torque: 1800.000 in.-lb Hole diameter in the base material: 1.125 in. Hole depth in the base material: 8.260 in. Minimum thickness of the base material: 10.510 in.
7.0000
4.0000
y
1
3
4 4.0000
2
7.0000
x
2.0000
2.0000 5.0000
Coordinates Anchor [in.] Anchor x y 1 -3.000 3.000 2 -3.000 -3.000 3 3.000 3.000 4 3.000 -3.000
c -x 20.420 20.420 26.420 26.420
c +x -
c -y 30.950 24.950 30.950 24.950
5.0000
c +y -
Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a ed Trademark of Hilti AG, Schaan
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