3327 HOYT AVE 2025-12-12 - Laserfiche WebLink

Project Title: Engineer: Project ID: SDA#9438 Project Descr: Pole Footing Embedded in Soil Project File:9438.ec6 LIC#:KW-060140D8,Build:20.22.10.25 Structural Design Associates (c)ENERCALC INC 1983-2022 DESCRIPTION: WEST DECK LANDING FOOTING Code References Calculations per IBC 2018 1807.3, CBC 2019,ASCE 7-16 Load Combinations Used : IBC 2018 General Information Pole Footing Shape Circular Pole Footing Diameter.......... 12.0 in Calculate Min.Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive................. 250.0 pcf Max Passive.................. 1,500.0 psf Controlling Values Point Load Governing Load Combination1.141 D+1.050E Lateral Load 0.3570 k N Moment 1.546 k-ft Restraint @ Ground Surface Soil Surface Surface 4teral Restraint Pressure at Depth `a o Actual 729.97 psf Allowable 750.0 psf - Surface Retraint Force 1,451.95 Ibs Minimum Required Depth 3.0 ft Footing Base Area 0.7854 ft^2 Maximum Soil Pressure 3.347 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (kit Applied Moment (kft) Vertical Load (k) D:Dead Load k k/ft k-ft 0.3430 k Lr:Roof Live k k/ft k-ft k L:Live k k/ft k-ft 2.286 k S:Snow k k/ft k-ft 0.5720 k W:Wind 0.3260 k k1ft k-ft k E:Earthquake 0.340 k k/ft k-ft k H:Lateral Earth k k/ft k-ft k Load distance above TOP of Load above ground surface ground surface 4.330 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psf) Allow-(psf) Factor D Only 0.000 0.000 0.13 0.0 31.3 1.000 +D+L 0.000 0.000 0.13 0.0 31.3 1.000 +D+S 0.000 0.000 0.13 0.0 31.3 1.000 +D+0.750L 0.000 0.000 0.13 0.0 31.3 1.000 +D+0.750L+0.750S 0.000 0.000 0.13 0.0 31.3 1.000 +D+0.60W 0.196 0.847 2.50 575.9 625.0 1.000 +D-0.60W 0.196 0.847 2.50 575.9 625.0 1.000 +1.141 D+1.050E 0.357 1.546 3.00 730.0 750.0 1.000 +1.141 D-1.050E 0.357 1.546 3.00 730.0 750.0 1.000