2 - Clyde Atkins USCH Lobby Expansion Security Enhancement - Structural Calculations - Bid Set 2020 12 01.PDF
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- Solicitation number
- 47PE0321R0001
About this file
This document outlines a federal contract opportunity for the Clyde Atkins US Courthouse Lobby Expansion and Security Enhancement project in Miami, Florida. The General Services Administration Public Buildings Service Region 4 is seeking bids to expand and renovate the approximately 10,894 square foot first floor entry lobby and conduct security upgrades. The project scope includes interior and exterior demolition, new curtainwall and storefront systems, interior finishes, insulation, security screening stations, transaction windows, ballistic doors and gun lockers, structural upgrades, restrooms, ramps, and mechanical, electrical and security infrastructure installations. Bids are due under solicitation number 47PE0321R0001. The contract includes three optional work items for additional restrooms, a rotunda ceiling, and plaques if additional funding becomes available.
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Pittsburgh | Jacksonville | Charlotte | Morgantown
6501 Arlington Expy.
Building B, Suite 201
Jacksonville, FL 32211
PH: 904.743.4633
FX: 904.725.9295
jax@aespj.com www.aespj.com
Bid Submittal
STRUCTURAL CALCULATIONS
FOR
C. CLYDE ATKINS LOBBY EXPANSION
& SECURITY ENHANCEMENT
BUILDING NO. FL0078AD
GSA PROJECT #N1891438
PROJECT #319-294
DECEMBER 1, 2020
This document has been electronically signed and sealed by Jude T. Kostage, PE on 11/30/20 using a digital signature. Printed copies of this document are not considered signed and sealed and the signatures must be verified on any electronic copies.
TABLE OF CONTENTS
I. LOAD SUMMARY
II. WIND LOADS
III. FLOOR ANALYSIS
A. JOIST ANALYSIS
B. SLAB ANALYSIS
C. FLOOR REINFORCING
D. FIRST FLOOR BEAM ANALYSIS WITH CURTAINWALL
E. FIRST FLOOR TOPPING SLAB
F. 2
ND
FLOOR JOIST ANALYSIS AT MECH ROOM
IV. CURTAINWALL CONNECTIONS
V. SCREENING STATION
VI. MISC.
A. TEMPORARY LIGHT-GAGE WALL STUDS
B. NEW WALL OPENING REINFORCING
C. TEMPORARY STOREFRONT
I. LOAD SUMMARY
II. WIND LOADS
IV. CURTAINWALL CONNECTIONS
www.hilti.com
Hilti PROFIS Engineering 3.0.64
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200 + HAS-E B7 3/4
Item number: 68660 HAS-E B 3/4"x9 5/8" (element) / 2022793 HIT-HY 200-R (adhesive)
Effective embedment depth: hef,act = 6.000 in. (hef,limit = - in.)
Material: ASTM A 193 Grade B7
Evaluation Service Report: ESR-3187
Issued I Valid: 4/1/2020 | 3/1/2022
Proof: Design Method ACI 318-08 / Chem
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.375 in.
Anchor plateR : lx x ly x t = 11.000 in. x 8.000 in. x 0.375 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: uncracked concrete, 3000, fc' = 3,000 psi; h = 11.000 in., Temp. short/long: 32/32 °F
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar Seismic loads (cat. C, D, E, or F) no
Application also possible with HVU2 + HAS B7 3/4 under the selected boundary conditions.
More information in section Alternative fastening data of this report.
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, in.lb]
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
1.1 Design results
Case Description Forces [lb] / Moments [in.lb] Seismic Max. Util. Anchor [%]
1 Combination 1 N = 0; Vx = 35,000; Vy = 0;
Mx = 0; My = 0; Mz = 0;
Nsus = 0; Mx,sus = 0; My,sus = 0;
no 80
1 2
3 4 x y
2 Load case/Resulting anchor forces
Anchor reactions [lb] Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y 1 0 8,750 8,750 0 2 0 8,750 8,750 0 3 0 8,750 8,750 0 4 0 8,750 8,750 0 max. concrete compressive strain: - [‰] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb]
Anchor forces are calculated based on the assumption of a rigid anchor plate.
3 Tension load
Load Nua [lb] Capacity f Nn [lb] Utilization bN = Nua/f Nn Status Steel Strength* N/A N/A N/A N/A
Bond Strength** N/A N/A N/A N/A
Sustained Tension Load Bond Strength* N/A N/A N/A N/A
Concrete Breakout Failure** N/A N/A N/A N/A
* highest loaded anchor **anchor group (anchors in tension)
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
4 Shear load
Load Vua [lb] Capacity f Vn [lb] Utilization bV = Vua/f Vn Status Steel Strength* 8,750 16,305 54 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength (Concrete Breakout Strength controls)**
35,000 44,161 80 OK
Concrete edge failure in direction x+** 35,000 378,427 10 OK
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa = ESR value refer to ICC-ES ESR-3187 f Vsteel ≥ Vua ACI 318-08 Eq. (D-2)
Variables
Ase,V [in.2] futa [psi] aV,seis
0.33 125,000 0.700
Calculations
Vsa [lb] 25,085
Results
Vsa [lb] f steel f Vsa [lb] Vua [lb] 25,085 0.650 16,305 8,750
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
4.2 Pryout Strength (Concrete Breakout Strength controls)
Vcpg = kcp [(ANc ANc0
) y ec,N y ed,N y c,N y cp,N Nb ] ACI 318-08 Eq. (D-31) f Vcpg ≥ Vua ACI 318-08 Eq. (D-2) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ec,N = ( 1
1 + 2 e'
N 3 hef
) ≤ 1.0 ACI 318-08 Eq. (D-9) y ed,N = 0.7 + 0.3 ( ca,min 1.5hef
) ≤ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,min cac
1.5hef cac ) ≤ 1.0 ACI 318-08 Eq. (D-13)
Nb = kc l √f'c h 1.5 ef ACI 318-08 Eq. (D-7)
Variables kcp hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.] 2 6.000 0.000 0.000 422.500 y c,N cac [in.] kc l f'c [psi]
1.000 11.639 24 1 3,000
Calculations
ANc [in.2] ANc0 [in.2] y ec1,N y ec2,N y ed,N y cp,N Nb [lb]
529.00 324.00 1.000 1.000 1.000 1.000 19,320
Results
Vcpg [lb] f concrete f Vcpg [lb] Vua [lb] 63,087 0.700 44,161 35,000
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
4.3 Concrete edge failure in direction x+
Vcbg = (AVc AVc0
) y ec,V y ed,V y c,V y h,V y parallel,V Vb ACI 318-08 Eq. (D-22) f Vcbg ≥ Vua ACI 318-08 Eq. (D-2) AVc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) AVc0 = 4.5 c2 a1 ACI 318-08 Eq. (D-23) y ec,V = ( 1
1 + 2e' v 3ca1
) ≤ 1.0 ACI 318-08 Eq. (D-26) y ed,V = 0.7 + 0.3( ca2 1.5ca1
) ≤ 1.0 ACI 318-08 Eq. (D-28) y h,V = √1.5ca1 ha
≥ 1.0 ACI 318-08 Eq. (D-29)
Vb = (7 ( le da
0.2
√da) l √f'c c 1.5 a1 ACI 318-08 Eq. (D-24)
Variables ca1 [in.] ca2 [in.] ecV [in.] y c,V ha [in.]
281.667 422.500 0.000 1.400 11.000 le [in.] l da [in.] f'c [psi] y parallel,V
6.000 1.000 0.750 3,000 1.000
Calculations
AVc [in.2] AVc0 [in.2] y ec,V y ed,V y h,V Vb [lb] 9,350.00 357,012.50 1.000 1.000 6.198 2,379,087
Results
Vcbg [lb] f concrete f Vcbg [lb] Vua [lb] 540,609 0.700 378,427 35,000
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
5 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2018, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility!
• 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.
• 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 account for special design provisions for overhead applications. Refer to related approval (e.g.
section 4.1.1 of the ICC-ESR 2322) for details.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
Fastening meets the design criteria!
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
Coordinates Anchor [in.]
Anchor x y c-x c+x c-y c+y
1 -2.500 -2.500 422.500 427.500 422.500 427.500 2 2.500 -2.500 427.500 422.500 422.500 427.500 3 -2.500 2.500 422.500 427.500 427.500 422.500 4 2.500 2.500 427.500 422.500 427.500 422.500
6 Installation data
Anchor type and diameter: HIT-HY 200 + HAS-E B7 3/4 Profile: no profile Item number: 68660 HAS-E B 3/4"x9 5/8" (element) /
2022793 HIT-HY 200-R (adhesive) Hole diameter in the fixture: df = 0.812 in. Installation torque: 1,200 in.lb Plate thickness (input): 0.375 in. Hole diameter in the base material: 0.875 in.
Recommended plate thickness: not calculated Hole depth in the base material: 6.000 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 7.750 in.
Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required
3/4 Hilti HAS Carbon steel threaded rod with Hilti HIT-HY 200 Safe Set System
6.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Compressed air with required accessories to blow from the bottom of the hole
• Proper diameter wire brush
• Dispenser including cassette and mixer
• Torque wrench
1 2
3 4 x y
5.500 5.500
3.000 5.000 3.000
1.
5.
1.
4.
4.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
7 Alternative fastening
7.1 Alternative fastening data
Anchor type and diameter: HVU2 + HAS B7 3/4
Item number: 68660 HAS-E B 3/4"x9 5/8" (element) / not available (capsule)
Effective embedment depth: hef,act = 6.625 in., hnom = 6.625 in.
Material: ASTM A 193 Grade B7
Evaluation Service Report: ESR-4372
Issued I Valid: 6/1/2020 | 6/1/2021
Proof: Design Method ACI 318-08 / Chem
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.375 in.
Anchor plateR : lx x ly x t = 11.000 in. x 8.000 in. x 0.375 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: uncracked concrete, 3000, fc' = 3,000 psi; h = 11.000 in., Temp. short/long: 32/32 °F
Installation: hammer drilled hole, Installation condition: Dry, Installation direction: vertical downward
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar Seismic loads (cat. C, D, E, or F) no
Max. Utilization with HVU2 + HAS B7 3/4: 72 %
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
7.2 Installation data
Anchor type and diameter: HVU2 + HAS B7 3/4 Profile: no profile Item number: 68660 HAS-E B 3/4"x9 5/8" (element) / not available (capsule) Hole diameter in the fixture: df = 0.812 in. Installation torque: 1,200 in.lb Plate thickness (input): 0.375 in. Hole diameter in the base material: 0.875 in.
Recommended plate thickness: not calculated Hole depth in the base material: 6.625 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 8.375 in.
Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required
3/4 Hilti HAS-U Carbon steel threaded rod with Hilti HVU2
7.2.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Compressed air with required accessories to blow from the bottom of the hole
• Proper diameter wire brush
• HVA square drive shafts
• Torque wrench
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Curtain Wall Curb Connection
Page:
Specifier:
E-Mail:
Date:
10/6/2020
8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Blast Curtain Wall
Page:
Specifier:
E-Mail:
Date:
10/6/2020
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200 + HAS-E B7 1/2
Item number: 68658 HAS-E B 1/2"x6 1/2" (element) / 2022793 HIT-HY 200-R (adhesive)
Effective embedment depth: hef,opti = 2.750 in. (hef,limit = 3.250 in.)
Material: ASTM A 193 Grade B7
Evaluation Service Report: ESR-3187
Issued I Valid: 4/1/2020 | 3/1/2022
Proof: Design Method ACI 318-08 / Chem
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.375 in.
Anchor plateR : lx x ly x t = 22.000 in. x 12.000 in. x 0.375 in.; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: uncracked concrete, 3000, fc' = 3,000 psi; h = 4.500 in., Temp. short/long: 32/32 °F
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar Seismic loads (cat. C, D, E, or F) no
R - The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, in.lb]
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Blast Curtain Wall
Page:
Specifier:
E-Mail:
Date:
10/6/2020
1.1 Design results
Case Description Forces [lb] / Moments [in.lb] Seismic Max. Util. Anchor [%]
1 Combination 1 N = 0; Vx = 30,000; Vy = 0;
Mx = 0; My = 0; Mz = 0;
Nsus = 0; Mx,sus = 0; My,sus = 0;
no 69
1 2 3 4
5 6 7 8 x y
2 Load case/Resulting anchor forces
Anchor reactions [lb] Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y 1 0 3,750 3,750 0 2 0 3,750 3,750 0 3 0 3,750 3,750 0 4 0 3,750 3,750 0 5 0 3,750 3,750 0 6 0 3,750 3,750 0 7 0 3,750 3,750 0 8 0 3,750 3,750 0 max. concrete compressive strain: - [‰] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb]
Anchor forces are calculated based on the assumption of a rigid anchor plate.
3 Tension load
Load Nua [lb] Capacity f Nn [lb] Utilization bN = Nua/f Nn Status Steel Strength* N/A N/A N/A N/A
Bond Strength** N/A N/A N/A N/A
Sustained Tension Load Bond Strength* N/A N/A N/A N/A
Concrete Breakout Failure** N/A N/A N/A N/A
* highest loaded anchor **anchor group (anchors in tension)
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Blast Curtain Wall
Page:
Specifier:
E-Mail:
Date:
10/6/2020
4 Shear load
Load Vua [lb] Capacity f Vn [lb] Utilization bV = Vua/f Vn Status Steel Strength* 3,750 6,916 55 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength (Bond Strength controls)** 30,000 43,915 69 OK
Concrete edge failure in direction x+** 30,000 183,358 17 OK
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa = ESR value refer to ICC-ES ESR-3187 f Vsteel ≥ Vua ACI 318-08 Eq. (D-2)
Variables
Ase,V [in.2] futa [psi] aV,seis
0.14 125,000 0.700
Calculations
Vsa [lb] 10,640
Results
Vsa [lb] f steel f Vsa [lb] Vua [lb] 10,640 0.650 6,916 3,750
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Blast Curtain Wall
Page:
Specifier:
E-Mail:
Date:
10/6/2020
4.2 Pryout Strength (Bond Strength controls)
Vcpg =kcp[(ANa ANa0
) y ec1,Na y ec2,Na y ed,Na y cp,Na Nba ] ACI 318-11 Eq. (D-41) f Vcpg ≥ Vua ACI 318-11 Table (D.4.1.1) ANa see ACI 318-11, Part D.5.5.1, Fig. RD.5.5.1(b)
ANa0 = (2 cNa) 2 ACI 318-11 Eq. (D-20) cNa = 10 da √t uncr 1100 ACI 318-11 Eq. (D-21) y ec,Na = ( 1
1 + e'
N cNa
) ≤ 1.0 ACI 318-11 Eq. (D-23) y ed,Na = 0.7 + 0.3 (ca,min cac
) ≤ 1.0 ACI 318-11 Eq. (D-25) y cp,Na = MAX(ca,min cac cNa cac
) ≤ 1.0 ACI 318-11 Eq. (D-27)
Nba = l a · t k,c · p · da · hef ACI 318-11 Eq. (D-22)
Variables kcp aoverhead t k,c,uncr [psi] da [in.] hef [in.] ca,min [in.] 2 1.000 2,261 0.500 2.750 416.000 t k,c [psi] ec1,N [in.] ec2,N [in.] cac [in.] l a 2,261 0.000 0.000 5.775 1.000
Calculations cNa [in.] ANa [in.2] ANa0 [in.2] y ed,Na
7.136 654.20 203.68 1.000 y ec1,Na y ec2,Na y cp,Na Nba [lb]
1.000 1.000 1.000 9,766
Results
Vcpg [lb] f concrete f Vcpg [lb] Vua [lb] 62,736 0.700 43,915 30,000
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Blast Curtain Wall
Page:
Specifier:
E-Mail:
Date:
10/6/2020
4.3 Concrete edge failure in direction x+
Vcbg = (AVc AVc0
) y ec,V y ed,V y c,V y h,V y parallel,V Vb ACI 318-08 Eq. (D-22) f Vcbg ≥ Vua ACI 318-08 Eq. (D-2) AVc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) AVc0 = 4.5 c2 a1 ACI 318-08 Eq. (D-23) y ec,V = ( 1
1 + 2e' v 3ca1
) ≤ 1.0 ACI 318-08 Eq. (D-26) y ed,V = 0.7 + 0.3( ca2 1.5ca1
) ≤ 1.0 ACI 318-08 Eq. (D-28) y h,V = √1.5ca1 ha
≥ 1.0 ACI 318-08 Eq. (D-29)
Vb = (7 ( le da
0.2
√da) l √f'c c 1.5 a1 ACI 318-08 Eq. (D-24)
Variables ca1 [in.] ca2 [in.] ecV [in.] y c,V ha [in.]
281.333 422.000 0.000 1.400 4.500 le [in.] l da [in.] f'c [psi] y parallel,V
2.750 1.000 0.500 3,000 1.000
Calculations
AVc [in.2] AVc0 [in.2] y ec,V y ed,V y h,V Vb [lb] 3,825.00 356,168.00 1.000 1.000 9.684 1,799,069
Results
Vcbg [lb] f concrete f Vcbg [lb] Vua [lb] 261,940 0.700 183,358 30,000
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Blast Curtain Wall
Page:
Specifier:
E-Mail:
Date:
10/6/2020
5 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2018, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility!
• 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.
• 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 account for special design provisions for overhead applications. Refer to related approval (e.g.
section 4.1.1 of the ICC-ESR 2322) for details.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Blast Curtain Wall
Page:
Specifier:
E-Mail:
Date:
10/6/2020
Coordinates Anchor [in.]
Anchor x y c-x c+x c-y c+y
1 -9.000 -3.000 416.000 434.000 422.000 428.000 2 -3.000 -3.000 422.000 428.000 422.000 428.000 3 3.000 -3.000 428.000 422.000 422.000 428.000 4 9.000 -3.000 434.000 416.000 422.000 428.000
Anchor x y c-x c+x c-y c+y
5 -9.000 3.000 416.000 434.000 428.000 422.000 6 -3.000 3.000 422.000 428.000 428.000 422.000 7 3.000 3.000 428.000 422.000 428.000 422.000 8 9.000 3.000 434.000 416.000 428.000 422.000
6 Installation data
Anchor type and diameter: HIT-HY 200 + HAS-E B7 1/2 Profile: no profile Item number: 68658 HAS-E B 1/2"x6 1/2" (element) /
2022793 HIT-HY 200-R (adhesive) Hole diameter in the fixture: df = 0.562 in. Installation torque: 360 in.lb Plate thickness (input): 0.375 in. Hole diameter in the base material: 0.562 in.
Recommended plate thickness: not calculated Hole depth in the base material: 2.750 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in.
Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required
1/2 Hilti HAS Carbon steel threaded rod with Hilti HIT-HY 200 Safe Set System
6.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Compressed air with required accessories to blow from the bottom of the hole
• Proper diameter wire brush
• Dispenser including cassette and mixer
• Torque wrench
1 2 3 4
5 6 7 8 x y
11.000 11.000
2.000 6.000 6.000 6.000 2.000
3.
6.
3.
6.
6.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2020 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
Company:
Address:
Phone I Fax:
Design:
Fastening point:
Blast Curtain Wall
Page:
Specifier:
E-Mail:
Date:
10/6/2020
7 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.
VI. MISCELLANEOUS
1-3/4"
| 2020-11-30T12:52:12-0500 | |
| Jude T Kostage |
File details come from the government source that posted it. Updated .