2132 HIGHLAND AVE 2024-10-24 - Laserfiche WebLink

Project: FIELD REVISION 6.5.24 Location: FTG1 Footing Footing [2018 International Building Code(2018 NDS)] Footing Size: 1.67 FT x 1.67 FT x 10.00 IN Reinforcement: #4 Bars @ 6.00 IN. O.C. E/W / (3) min. Section Footing Design Adequate FOOTING PROPERTIES Allowable Soil Bearing Pressure: Qs = 1500 psf Concrete Compressive Strength: F'c = 2500 psi Reinforcing Steel Yield Strength: Fy = 40000 psi Concrete Reinforcement Cover: c = 3 in FOOTING SIZE Width: W = 1.67 ft Length: L = 1.67 ft Depth: Depth = 10 in Effective Depth to Top Layer of Steel: d = 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood Column Width: m = 4 in Column Depth: n = 4 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu = 1205 psf Effective Allowable Soil Bearing Pressure: Qe = 1375 psf Required Footing Area: Areq = 2.44 sf Area Provided: A = 2.79 sf Baseplate Bearing: Bearing Required: Bear = 4954 lb Allowable Bearing: Bear -A = 44200 lb Beam Shear Calculations (One Way Shear): Beam Shear: Vu1 = 932 lb Allowable Beam Shear: Vc1 = 9394 lb Punching Shear Calculations (Two Way Shear): Critical Perimeter: Bo = 41 in Punching Shear: Vu2 = 3658 lb Allowable Punching Shear (ACI 11-35): vc2-a = 57656 lb Allowable Punching Shear (ACI 11-36): vc2-b = 77813 lb Allowable Punching Shear (ACI 11-37): vc2-c = 38438 lb Controlling Allowable Punching Shear: vc2 = 38438 lb Bending Calculations: Factored Moment: Mu = 12411 in -lb Nominal Moment Strength: Mn = 126670 in -lb Reinforcement Calculations: Concrete Compressive Block Depth: a = 0.55 in Steel Required Based on Moment: As(1) = 0.06 in2 Min. Code Req'd Reinf. Flex. Members (ACI-150.1): As(2) = 0.40 in2 Controlling Reinforcing Steel: As-reqd = 0.40 in2 Selected Reinforcement: #4's @ 6.0 in. o.c. e/w (3) Min. Reinforcement Area Provided: As = 0.59 in2 Development Length Calculations: Development Length Required: Ld = 15 in Development Length Supplied: Ld-sup = 7.02 in Note: Plain concrete adequate for bending, therefore adequate development length not required. page The Vitruvius Project, Inc. / StruCalc Version 11.1.8.0 6/11/2024 5:47:53 PM of LOADING DIAGRAM �4 in 10 in n n n T 3 in T 1.67 ft FOOTING LOADING Live Load: PL = 2306 lb Dead Load: PD = 1054 lb Total Load: PT = 3360 lb Ultimate Factored Load: Pu = 4954 lb Footing plus soil above footing weight: Wt = 225 lb * Load obtained from Load Tracker. See Summary Report for details.