Transmission And Substation Foundations - Technical Design Manual

SECTION 6: PRODUCT DRAWINGS AND RATINGS

Remedial Repair Brackets for Chance Helical Piles

Building Code Compliance per ICC-ES ESR-2794 The following tables provide the nominal, LRFD design, and ASD allowable compression strengths of C1500121 foundation repair brackets, T-pipes, and Type SS5, SS150, RS2875.203, and RS2875.276 helical piles as evaluated per ICC-ES Acceptance Criteria AC358. These strengths are published in ICC-ES ESR-2794. The strengths listed are based on three different concrete foundation strengths and two different

soils conditions—firm and soft. The pile head is assumed to be fixed within the bracket assembly, and the piles are assumed to be braced. Per the International Building Code (IBC) 2006 Section 1808.2.9.2 & IBC 2021 Section 1810.2.1, piles can be considered fixed and laterally supported at 5 feet below the ground surface in firm soil and at 10 feet in soft soil.

Nominal Strengths Of C1500121 Remedial Repair Brackets & Helical Piles 1,2,3,4,5 Bracket Catalog Number T-Pipe Catalog Number Pile Model

Nominal Strength In Axial Compression (Kip) [Kn] 2500 Psi Concrete 5

3000 Psi Concrete 5

4000 Psi Concrete 5

Firm Soil 36.3 [161] 70.3 [313] 78.7 [350] 38.8 [173] 73.8 [328] 75.1 [334] 38.8 [173]

Soft Soil 26.6 [118] 26.6 [118] 26.6 [118] 38.8 [173] 66.1 [294]

Firm Soil 36.3 [161] 77.8 [346] 87.1 [387] 38.8 [173] 77.8 [346] 83.4 [371] 38.8 [173]

Soft Soil 26.6 [118] 26.6 [118] 26.6 [118] 38.8 [173] 66.1 [294] 73.9 [329] 38.8 [173]

Firm Soil 36.3 [161] 89.8 [399] 99.5 [443] 38.8 [173] 77.8 [346] 83.4 [371] 38.8 [173]

Soft Soil 26.6 [118] 26.6 [118] 26.6 [118] 38.8 [173] 66.1 [294] 73.9 [329] 38.8 [173]

C1500121 C1500486 C1500121 C1500487 C1500121 C1500487 C1500121 C2780001 C1050121 C2780002 C1050121 C2780011 C1050121 C2780012

SS5/150

SS5

SS150

RS2875.203 RS2875.203 RS2875.276 RS2875.276

70 [311]

38.8 [173]

LRFD Design Strengths of C1500121 Remedial Repair Brackets & Helical Piles 1,2,3,4,S Bracket Catalog Number T-Pipe Catalog Number Pile Model

Nominal Strength In Axial Compression (Kip) [Kn] 2500 Psi Concrete 5

3000 Psi Concrete 5

4000 Psi Concrete 5

Firm Soil 32.6 [145] 49.2 [219] 55.1 [245] 34.9 [155] 51.6 [229.5] 52.6 [234] 34.9 [155]

Soft Soil 24.0 [107] 24.0 [107] 24.0 [107] 34.9 [155] 46.3 [206] 49.0 [218] 34.9 [155]

Firm Soil 32.6 [145] 54.4 [242] 60.9 [271] 34.9 [155] 54.5 [242] 58.4 [260] 34.9 [155]

Soft Soil 24.0 [107] 24.0 [107] 24.0 [107] 34.9 [155] 46.3 [206] 51.7 [230] 34.9 [155]

Firm Soil 32.6 [145] 62.8 [279] 69.6 [310] 34.9 [155] 54.5 [242] 58.4 [260] 34.9 [155]

Soft Soil 24.0 [107] 24.0 [107] 24.0 [107] 34.9 [155] 53.3 [237] 53.3 [237] 34.9 [155]

C1500121 C1500486 C1500121 C1500487 C1500121 C1500487 C1500121 C2780001 C1050121 C2780002 C1050121 C2780011 C1050121 C2780012

SS5/150

SS5

SS150

RS2875.203 RS2875.203 RS2875.276 RS2875.276

ASD Allowable Strengths of C1500121 Remedial Repair Brackets & Helical Piles 1,2,3,4,S Bracket Catalog Number T-Pipe Catalog Number Pile Model

Nominal Strength In Axial Compression (Kip) [Kn] 2500 Psi Concrete 5

3000 Psi Concrete 5

4000 Psi Concrete 5

Firm Soil 21.7 [97] 30.9 [137] 34.6 [154] 23.2 [103] 32.4 [144.1] 33.0 [147] 23.2 [103]

Soft Soil 16.0 [71] 16.0 [71] 16.0 [71] 23.2 [103] 29.0 [129] 30.8 [137] 23.2 [103]

Firm Soil 21.7 [97] 34.2 [152] 38.2 [170] 23.2 [103] 34.2 [152] 36.6 [163] 23.2 [103]

Soft Soil 16.0 [71] 16.0 [71] 16.0 [71] 23.2 [103] 29.0 [129] 32.5 [145] 23.2 [103]

Firm Soil 21.7 [97] 39.4 [175] 43.7 [194] 23.2 [103] 34.3 [152.5] 36.6 [163] 23.2 [103]

Soft Soil 16.0 [71] 16.0 [71] 16.0 [71] 23.2 [103] 34.3 [152.5] 34.3 [152.5]

C1500121 C1500486 C1500121 C1500487 C1500121 C1500487 C1500121 C2780001 C1050121 C2780002 C1050121 C2788011 C1050121 C2788012

SS5/150

SS5

SS150

RS2875.203 RS2875.203 RS2875.276 RS2875.276

23.2 [103]

Notes: For SI: 1 kip = 4.448 kN. 1. Refer to Section 4.1.3 of ICC-ES ESR-2794 for descriptions of fixed condition, pinned condition, soft soil, and firm soil. 2. Strength ratings are based on a design corrosion level of 50 years and presume the supported structure is braced in accordance with Section 1810.2.2 of the 2021 IBC (Section 1808.2.5 of the 2006 IBC). 3. Strength ratings apply to the specific bracket, T-pipe, and pile/anchor models listed. 4. See Section 4.1.2 of ICC-ES ESR-2794 for applicable limit states that must be evaluated by a registered design professional. 5. Refer to the specified compressive strength of concrete at 28 days.

6-80 | www.hubbell.com/hubbellpowersystems