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Home My WebLink AboutSDP 2022-0003; FPC RESIDENTIAL; RESTRAINED JOINT CALCULATIONS; 2024-10-28 FOR FPC RESIDENTIAL 7200, 7290, 7294 Ponto Drive CITY OF CARLSBAD, CA PREPARED FOR: H.G. FENTON COMPANY 7577 MISSION VALLEY ROAD SAN DIEGO, CA 92108 PH: (619) 400-1034 PREPARED BY: PASCO LARET SUITER & ASSOCIATES, INC. 1911 SAN DIEGO AVE. SUITE 100 SAN DIEGO, CA 92110 PH: (858) 400-1034 __________________________________________________ TYLER G. LAWSON, RCE 80356 DATE 12/01/202310/28/2024 RESTRAINED JOINT CALCULATIONS ROW 2023-0397/DWG 543-6 SDP 2022-0003 Defined Variables H =Depth of Bury Sf =Safety Factor P =Internal Pressure θ =Bend Angle Pipe Derived Variables A =Cross Sec. Area of Pipe D =Outside Pipe Diameter WP =Weight of Pipe WW =Weight of Water in Pipe Defined Variables fC =Cohesion Modifier Coefficient c =Cohesion of Soil fΦ =Friction Angle Modifier Φ =Internal Friction Angle of Soil γ =Soil Density KN =Trench Compaction Modifier Calculations for Horizontal Bend WE = γ • D • H =Normal Force Due to Soil W = 2WE + WP + WW =Normal Force Acting on Pipeline KP = tan^2((π / 180) • (45 + (Φ / 2))) =Rankin Passive Pressure Coeff. HC = H + (D / 2) =Depth From Surface to Pipe Center σh = γ • HC • KP + 2c√KP =Horizontal Passive Soil Pressure AP = π • (D / 2) = Area Based on Half of Circumference RS = KN • σh • D =Bearing Resistance of Pipelines FS = AP • fC • c + W • tan((π / 180) • fΦ • Φ) =Frictional Resitance L = (SF • P • A • tan((π / 180) • (θ / 2))) / (FS + (RS / 2)) =Minimum Restrained Length MEGALUG® Fitting Type Pipe Material Soil Type Safety Factor Trench Type Depth of Bury Test Pressure Nominal Size Bend Angle Branch Size Length Along Run Reduced Size Lowside Depth Restraint Length Restraint Length 2 Site Name: Site Notes: ALL JOINTS WITHIN THE CALCULATED LENGTH MUST BE RESTRAINED IF YOUR DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN THOSE FITTINGS. Project Name: Project Notes: www.ebaa.com • contact@ebaa.com • 800.433.1716 RESTRAINT LENGTH VALUES FPC Residential Ponto I Horizontal Bend PVC SM 1.5 5 3 Ft.200 PSI 10 In.45°16 Ft. 16 Ft.16 Ft. 3 1.5 200 45 96.77 0.93 8.61 35.73 0.00 0 0.70 30 110 1.00 306.900 658.140 3.000 3.465 1143.450 1.461 1063.409 252.636 15.331 Created by EBAA Iron's Restraint Length Calculator v7.1.3 on October 28, 2024 -·Htu\JI fl1&i1- EBIV\ ~ I R0 N EBAA IRON SALES, INC . Defined Variables H =Depth of Bury Sf =Safety Factor P =Internal Pressure θ =Bend Angle Pipe Derived Variables A =Cross Sec. Area of Pipe D =Outside Pipe Diameter WP =Weight of Pipe WW =Weight of Water in Pipe Defined Variables fC =Cohesion Modifier Coefficient c =Cohesion of Soil fΦ =Friction Angle Modifier Φ =Internal Friction Angle of Soil γ =Soil Density KN =Trench Compaction Modifier Calculations for Vertical Offset Lower Upper WE = γ • D • H =Normal Force Due to Soil W = 2WE + WP + WW =Normal Force Acting on Pipeline KP = tan^2((π / 180) • (45 + (Φ / 2))) =Rankin Passive Pressure Coeff. HC = H + (D / 2) =Depth From Surface to Pipe Center σh = γ • HC • KP + 2c√KP =Horizontal Passive Soil Pressure AP = π • (D / 2) = Area Based on Half of Circumference RS = KN • σh • D =Bearing Resistance of Pipelines FS = AP • fC • c + W • tan((π / 180) • fΦ • Φ) =Frictional Resitance L = (SF • P • A • tan((π / 180) • (θ / 2))) / (FS + (RS / 2)) =Minimum Restrained Length Lower L = (SF • P • A • tan((π / 180) • (θ / 2))) / FS =Minimum Restrained Length Upper Project Name: Project Notes: www.ebaa.com • contact@ebaa.com • 800.433.1716 RESTRAINT LENGTH VALUES MEGALUG® Fitting Type Pipe Material Soil Type Safety Factor Trench Type Depth of Bury Test Pressure Nominal Size Bend Angle Branch Size Length Along Run Reduced Size Lowside Depth Restraint Length Restraint Length 2 Site Name: Site Notes: ALL JOINTS WITHIN THE CALCULATED LENGTH MUST BE RESTRAINED IF YOUR DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN THOSE FITTINGS. FPC Residential Ponto I Vertical Offset PVC SM 1.5 5 3 Ft.200 PSI 10 In.11.25°5.3 Ft.12 Ft.3 Ft. 12 Ft.12 Ft. 3 Ft.3 Ft. 3 1.5 200 11.25 96.77 0.93 8.61 35.73 0.00 0 0.70 30 110 1.00 306.900 658.140 3.000 3.465 1.461 1769.279 252.636 11.318 542.190 1128.720 3.000 5.765 1902.450 1.461 1769.279 433.275 2.170 Created by EBAA Iron's Restraint Length Calculator v7.1.3 on October 8, 2024 -·Htu\JI fl1&i1- EBIV\ ~ I R0 N EBAA IRON SALES, INC .