Structural Analysis Report of Anchorage Design for Propane Exchange Cage

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Amos Oliver
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Canton, TX 75103 11/08/13 November 8, 2013 Expires 6/30/2015 Prepared by: ABN

1 Structural Analysis Report of Anchorage Design for Propane Exchange Cage Conducted at: Various Locations San Jose, CA Prepared for: State Hwy 64 Canton, TX /08/13 November 8, 2013 Expires 6/30/2015 Prepared by: ABN ENGINEERING 1317 E Thunderhill Place Phoenix, AZ Phone: Copyright AbnE

2 Abn Engineering 1317 E. Thunderhill Place Phoenix, AZ Phone# (480) October 31, 2013 Description of the project: Structural calculations for the seismic check and anchorage design of new propane exchange cage Design Codes: 2010 California Building Code and ASCE 7-05 References: 1. Drawings of propane exchange cage, CEC #20-18 & 12 Design Criteria: Occupancy Category III; Soil site class D and Seismic Design Category E Proposed Loading: (N) (18) Propane Tank, (N) Propane Exchange Cage, 40 lbs each 300 lbs (N) Propane Exchange Case Structural Framing and Grade: L2x2x3/16 (Steel Angle Beams: Fy = 36 ksi) 21GA steel sheets for covering. 14GA steel sheets for shelf. Results: As per provided structural calculations, the new propane exchange cage framing member stresses are calculated under vertical and lateral loads, and the member stresses are under the allowable values. Also, the proposed connections are adequate to support the proposed loads. Conclusions: Based on the results from the structural analysis, the new propane exchange case and connections are structurally adequate to support the proposed loads. 2 of 21

3 1. Lateral Loads Calculation (2010 CBC & ASCE 7-05) 1.1 Earthquake Load (by using Ground Motion Parameters Calculator Version 5.1.0) Soil Site Class = Seismic Use Group = D Seismic Parameters (Worst case in San Jose area) (from output of Seismic Design Parameters) S S = g S MS = g S DS = 2/3 S MS = g S 1 = g S M1 = g S D1 = 2/3 S M1 = g Seismic Design Category = E ρ = 1.0 (ASCE 7, ) Seismic Design Force : (for Nonstructural Components) R = 2.5 a p = 1.0 (ASCE 7, Table ) I p = 1.25 z/h = 0.0 For Propane Cage: W p = 1,020 lbs (18 x 40 lb Tank lbs of Cage) F p = [0.4 a p S DS W p / (R p /I p )] x (1+2(z/h)) (ASCE 7, ) = lbs F p,max = 1.6 S DS I p W p F p,min = 0.3 S DS I p W p = 3,096.7 lbs = lbs Therefore F p = lbs Seismic Load Effects E : For Propane Cage: E = ρf p ± 0.2 S DS D (ASCE 7, 12.4) = lbs ± D lbs (Lateral) (Vertical) = W (lbs) ± W (lbs) (Lateral) (Vertical) 0.7E = lbs ± D lbs = (Lateral) (Vertical) = W (lbs) ± W (lbs) (Lateral) (Vertical) 3 of 21

4 Output of Ground Motion Parameters Calculator Version Conterminous 48 States 2005 ASCE 7 Standard Latitude = 37.4 Longitude = Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) (Ss, Site Class B) (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 37.4 Longitude = Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0,Fv = 1.5 Period Sa (sec) (g) (SMs, Site Class D) (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 37.4 Longitude = Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0,Fv = 1.5 Period Sa (sec) (g) (SDs, Site Class D) (SD1, Site Class D) Load Calculation for RISA Analysis Dead Loads: Propane Tank = 40 lbs / each (6) Propane Tank per Shelf = 240 lbs Area = ft 2 = 26 psf / shelf Sheet Cover Door = 7 lbs/ft (assumed) 4 of 21

5 Y Z X N k/ft N ksf N3 N19 N ksf N20 N18 N15 N ksf N16 N14 N11 N5 N13 N12 N6 N10 N7 N9 N8 Loads: BLC 1, DL Solution: Envelope YJK CEC-20#-18 Dead Load 5 of 21 SK - 1 Nov 2, 2013 at 8:40 PM CEC-20#-18.r3d

6 Y Z X N1 N2 N3 N19 N4 N20 N18 N15 N17 N16 N14 N11 N5 N13 N12 N6 N10 N7 N9 N8 Solution: Envelope YJK CEC-20#-18 3D Model 6 of 21 SK - 2 Nov 2, 2013 at 8:40 PM CEC-20#-18.r3d

7 Y Z X N1 M1 M3 N2 N3 N19 M4 M2 M16 M15 N4 M5 N20 N18 N15 M6 M13 M7 M14 M17 N17 N16 N14 M8 N11 N5 M11 M12 M10 N13 N12 N6 N10 N7 M9 N9 N8 Solution: Envelope YJK CEC-20#-18 Member and Node Numbers 7 of 21 SK - 3 Nov 2, 2013 at 8:41 PM CEC-20#-18.r3d

8 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A36 Gr A572 Gr A A500 Gr A500 Gr General Material Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3] 1 gen_conc3nw gen_conc4nw gen_conc3lw gen_conc4lw gen_alum gen_steel RIGID 1e Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rul... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Frame L2x2x2 Beam Single Angle A36 Gr.36 Typical Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 1 N N N N N N N N N N N N N N N N N N N N Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing 1 N5 Reaction Reaction Reaction 2 N7 Reaction Reaction Reaction 3 N8 Reaction Reaction Reaction 4 N6 Reaction Reaction Reaction RISA-3D Version Page 1 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 8 of 21

9 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N1 N2 Frame Beam Single Angle A36 Gr.36 Typical 2 M2 N3 N4 Frame Beam Single Angle A36 Gr.36 Typical 3 M3 N1 N3 Frame Beam Single Angle A36 Gr.36 Typical 4 M4 N2 N4 Frame Beam Single Angle A36 Gr.36 Typical 5 M5 N1 N5 Frame Beam Single Angle A36 Gr.36 Typical 6 M6 N2 N6 Frame Beam Single Angle A36 Gr.36 Typical 7 M7 N3 N7 Frame Beam Single Angle A36 Gr.36 Typical 8 M8 N4 N8 Frame Beam Single Angle A36 Gr.36 Typical 9 M9 N9 N10 Frame Beam Single Angle A36 Gr.36 Typical 10 M10 N10 N11 Frame Beam Single Angle A36 Gr.36 Typical 11 M11 N11 N12 Frame Beam Single Angle A36 Gr.36 Typical 12 M12 N13 N14 Frame Beam Single Angle A36 Gr.36 Typical 13 M13 N15 N16 Frame Beam Single Angle A36 Gr.36 Typical 14 M14 N17 N18 Frame Beam Single Angle A36 Gr.36 Typical 15 M15 N18 N19 Frame Beam Single Angle A36 Gr.36 Typical 16 M16 N19 N20 Frame Beam Single Angle A36 Gr.36 Typical 17 M17 N15 N14 Frame Beam Single Angle A36 Gr.36 Typical Plate Primary Data Label A Joint B Joint C Joint D Joint Material Thickness[in] 1 P1 N19 N20 N17 N18 gen_steel P2 N15 N16 N13 N14 gen_steel P3 N12 N11 N10 N9 gen_steel P4 N1 N2 N4 N3 gen_steel P5 N1 N11 N10 N3 gen_steel P6 N1 N2 N12 N11 gen_steel P7 N3 N4 N9 N10 gen_steel.037 Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,F] Start Location[ft,%] End Location[ft,%] 1 M6 Y Member Distributed Loads (BLC 2 : EQX) Member Label Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,F] Start Location[ft,%] End Location[ft,%] 1 M6 X Member Distributed Loads (BLC 3 : EQZ) Member Label Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,F] Start Location[ft,%] End Location[ft,%] 1 M6 Z Member Distributed Loads (BLC 4 : BLC 1 Transient Area Loads) Member Label Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,F] Start Location[ft,%] End Location[ft,%] 1 M14 Y e M15 Y M16 Y M12 Y e M13 Y M17 Y e M9 Y e M10 Y M11 Y RISA-3D Version Page 2 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 9 of 21

10 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Member Distributed Loads (BLC 5 : BLC 2 Transient Area Loads) Member Label Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,F] Start Location[ft,%] End Location[ft,%] 1 M14 X e M14 X M14 X M14 X M14 X M14 X M14 X M14 X M14 X M15 X M16 X M16 X M16 X M16 X M16 X M16 X M16 X M16 X M16 X M12 X e M12 X M12 X M12 X M12 X M12 X M12 X M12 X M12 X M13 X M13 X M13 X M13 X M13 X M13 X M13 X M13 X M13 X M17 X e M9 X e M9 X M9 X M9 X M9 X M9 X M9 X M9 X M9 X M10 X M11 X M11 X M11 X M11 X M11 X M11 X M11 X M11 X M11 X RISA-3D Version Page 3 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 10 of 21

11 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Member Distributed Loads (BLC 6 : BLC 3 Transient Area Loads) Member Label Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,F] Start Location[ft,%] End Location[ft,%] 1 M14 Z e M14 Z M14 Z M14 Z M14 Z M14 Z M14 Z M14 Z M14 Z M15 Z M16 Z M16 Z M16 Z M16 Z M16 Z M16 Z M16 Z M16 Z M16 Z M12 Z e M12 Z M12 Z M12 Z M12 Z M12 Z M12 Z M12 Z M12 Z M13 Z M13 Z M13 Z M13 Z M13 Z M13 Z M13 Z M13 Z M13 Z M17 Z e M9 Z e M9 Z M9 Z M9 Z M9 Z M9 Z M9 Z M9 Z M9 Z M10 Z M11 Z M11 Z M11 Z M11 Z M11 Z M11 Z M11 Z M11 Z M11 Z RISA-3D Version Page 4 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 11 of 21

12 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Member Area Loads (BLC 1 : DL) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N19 N20 N17 N18 Y Two Way N15 N16 N13 N14 Y Two Way N11 N12 N9 N10 Y Two Way Member Area Loads (BLC 2 : EQX) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N19 N20 N17 N18 X Two Way N15 N16 N13 N14 X Two Way N11 N12 N9 N10 X Two Way.037 Member Area Loads (BLC 3 : EQZ) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N19 N20 N17 N18 Z Two Way N15 N16 N13 N14 Z Two Way N11 N12 N9 N10 Z Two Way.037 Basic Load Cases BLC Description Category X GravityY Gravity Z Gravity Joint Point Distribu...Area(M...Surface... 1 DL DL EQX ELX EQZ ELZ BLC 1 Transient... None 9 5 BLC 2 Transient... None 57 6 BLC 3 Transient... None 57 Load Combinations Description Sol...PD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL Yes Y DL DL+EQX Yes Y DL 1.2 ELX.569 DL DL-EQX Yes Y DL 1.2 ELX DL DL+EQZ Yes Y DL 1.2 ELZ.569 DL DL-EQZ Yes Y DL 1.2 ELZ DL DL+EQX Yes Y DL.9 ELX.569 DL DL-EQX Yes Y DL.9 ELX DL DL+EQZ Yes Y DL.9 ELZ.569 DL DL-EQZ Yes Y DL.9 ELZ DL Envelope Joint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N5 max min N7 max min N8 max min N6 max min Totals: max min RISA-3D Version Page 5 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 12 of 21

13 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Envelope Member Section Forces Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen... LC z-z Momen... LC 1 M1 1 max min max min max min max min max min M2 1 max min max min max min max min max min M3 1 max min max min max min max min max min M4 1 max min max min max min max min max min M5 1 max min max min max min max min max min M6 1 max min max min max min RISA-3D Version Page 6 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 13 of 21

14 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen... LC z-z Momen... LC 57 4 max min max min M7 1 max min max min max min max min max min M8 1 max min max min max min max min max min M9 1 max min max min max min max min max min M10 1 max min max min max min max min max min M11 1 max min max min max min max min max min M12 1 max min max RISA-3D Version Page 7 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 14 of 21

15 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Momen... LC z-z Momen... LC 114 min max min max min max min M13 1 max min max min max min max min max min M14 1 max min max min max min max min max min M15 1 max min max min max min max min max min M16 1 max min max min max min max min max min M17 1 max min max min max min max min max min RISA-3D Version Page 8 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 15 of 21

16 Company : Nov 2, 2013 Designer : YJK 8:42 PM Job Number : CEC-20#-18 Checked By: Envelope AISC 13th(360-05): LRFD Steel Code Checks Member Shape Code... Loc[ft] LC Shear... Loc[ft] Dir LC phi*pnc [k] phi*pnt [k] phi*mn y...phi*mn z...cb Eqn 1 M1 L2x2x y H2-1 2 M2 L2x2x y H2-1 3 M3 L2x2x y H2-1 4 M4 L2x2x y H2-1 5 M5 L2x2x z H2-1 6 M6 L2x2x y H2-1 7 M7 L2x2x z H2-1 8 M8 L2x2x y H2-1 9 M9 L2x2x y H M10 L2x2x y H M11 L2x2x y H M12 L2x2x y H M13 L2x2x y H M14 L2x2x y H M15 L2x2x y H M16 L2x2x y H M17 L2x2x y H2-1 Envelope Plate Forces Plate Qx [k] LC Qy [k] LC Mx [k-ft] LC My [k-ft] LC Mxy [k-ft] LC Fx [k] LC Fy [k] LC Fxy [k] LC 1 P1 max min P2 max min P3 max min P4 max min P5 max min P6 max min P7 max min RISA-3D Version Page 9 [F:\Projects\00-Projects\ABN\Propane Cage - Seismic\CEC-20#-18.r3d] 16 of 21

17 1.2 Anchor Bolt Design (When EQ governs) Anchor Bolts Bolt Number = 1 T (Tension on Bolt) = 531 lbs. (From RISA Results) V (Shear on Bolt) = 209 lbs. (From RISA Results) Try Min. (1) 1/2 φ Hilti KWIK HUS Carbon Steel Screw Anchor System with Min. 2.25" Embedment (ESR 3027) f' c = 2,500 psi Conservatively assumed β N = N u /φn n β V = V u /φv n ζ β N,V (%) (See attached calculation) β N,V = β N ζ + β V ζ = < 1.0 (O.K.) Use Min. (1) 1/2 φ Hilti KWIK HUS Carbon Steel Screw Anchor System with Min. 2.25" Embedment (ESR 3027) See attached calculations for Strength Check 17 of 21

www.hilti.us Profis Anchor 2.4.2 Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: Abn Engineering Sandeep A Mane 480-213-8524 smane@abneng.com Page: Project: Sub-Project I Pos.

Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 8/1/2012 12/1/2013 Proof: design method ACI 318 / AC193 Stand-off installation: e b = 0.000 in. (no stand-off); t = 0.118 in.

18 Profis Anchor Company: Specifier: Address: Phone I Fax: Specifier's comments: Abn Engineering Sandeep A Mane smane@abneng.com Page: Project: Sub-Project I Pos. No.: Date: 1 Propane Cage - SBI sites in San Jose, CA 11/10/ Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 1/2 (2 1/4) Effective embedment depth: h ef = in., h nom = in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 8/1/ /1/2013 Proof: design method ACI 318 / AC193 Stand-off installation: e b = in. (no stand-off); t = in. Anchor plate: l x x l y x t = in. x in. x in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, f c ' = 2500 psi; h = in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) yes (D.3.3.5) Geometry [in.] & Loading [lb, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti 18 AG, of 21 Schaan

19 Profis Anchor Company: Specifier: Address: Phone I Fax: Abn Engineering Sandeep A Mane smane@abneng.com 2 Proof I Utilization (Governing Cases) Page: Project: Sub-Project I Pos. No.: Date: 2 Propane Cage - SBI sites in San Jose, CA 11/10/2013 Design values [lb] Utilization Loading Proof Load Capacity N / V [%] Status Tension Concrete Breakout Strength / - OK Shear Pryout Strength / 25 OK Loading N V Utilization N,V [%] Status Combined tension and shear loads /3 63 OK 3 Warnings Please consider all details and hints/warnings given in the detailed report! 4 Remarks; Your Cooperation Duties Fastening meets the design criteria! 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 agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti 19 AG, of 21 Schaan

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21 Galv PC White SBI-Imports Product List Part Number Description Weight CEC-20#-18 Exchange Cylinder 18 Count for 20# - White Powder Coat 300 CEC-20#12 Exchange Cylinder 12 Count for 20# - White Powder Coat 260 CEC-20#-4 Exchange Cylinder 4 Count for 20# - White Powder Coat 110 CEC-30#-8 Exchange Cylinder 12 Count for 30# - White Powder Coat 160 CEC-30#-12 Exchange Cylinder 12 Count for 30# - White Powder Coat 340 FCC-33#-18 Forklift Cylinder 18 Count for 33# - White Powder Coat 420 FCC-33#-16 Forklift Cylinder 16 Count for 33# - White Powder Coat 340 FCC-33#-12 Forklift Cylinder 12 Count for 33# - White Powder Coat 300 FCC-33#-12HS Forklift Cylinder 12 Count for 33# High Security - White PC 300 FCC-33#-9 Forklift Cylinder 9 Count for 33# - White Powder Coat 190 FCC-33#-8 Forklift Cylinder 8 Count for 33# - White Powder Coat 160 FCC-33#-6 Forklift Cylinder 6 Count for 33# - White Powder Coat 160 FCC-33#-4 Forklift Cylinder 4 Count for 33# - White Powder Coat 110 Aluminimum Cages CEC-20#-18-ALM Exchange Cylinder 18 Count for 20# - Aluminum 170 CEC-20#12-ALM Exchange Cylinder 12 Count for 20# - Aluminum # Propane bottles weigh approximately 37 lbs. 33# Propane bottles weigh approximately 53 lbs. Weights can vary slightly +/- 2 or 3 pounds depending on manufacturer of bottles. 21 of 21

Structural Analysis Report of Anchorage Design for Propane Exchange Cage

Structural Analysis Report of Anchorage Design for Propane Exchange Cage Conducted at: Various Locations San Jose, CA Prepared for: 21739 State Hwy 64 Canton, TX 75103 March 5, 2014 3/5/14 Prepared by: