902 110TH PL SE 2024-06-14 - Laserfiche WebLink

t410 el page Project 902 110TH PL SE IL lotr4:4 Location:EXISTING HOUSE-GARAGE FOUNDATION b , Footing of [2015 International Building Code(2015 NOS)] ; Footing Size: 1.5 FT x 1.5 FT x 10.00 IN Reinforcement in Long Direction:#4 Bars @ 11.00 IN.O.C./(2)min. StruCalc Version 10.0.1.6 6/22/2021 1:25:27 PM Reinforcement in Short Direction-center band(Equal to width of short side):#4 Bars @ 11.00 IN.O.C./(2)min. Reinforcement in Short Direction-outside bands:#4 Bars @ 0.00 IN. O.C./0 Each band. Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM 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= 1.5 ft Length: L= 1.5 ft Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d= 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Wood I-4 in--I Column Width: m= 4 in Column Depth: n= 4 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 974 psf Effective Allowable Soil Bearing Pressure: Qe= 1375 psf Required Footing Area: Areq= 1.59 sf 10 in Area Provided: A= 2.25 sf Baseplate Bearing: I I Bearing Required: Bear= 3325 lb T Allowable Bearing: Bear-A= 44200 lb Beam Shear Calculations(One Way Shear): 3 in Beam Shear: Vu1 = 508 lb I Allowable Beam Shear: Vc1 = 8438 lb Punching Shear Calculations(Two Way Shear): I 1.5 ft I Critical Perimeter: Bo= 41 in Punching Shear: Vu2= 2247 lb FOOTING LOADING Allowable Punching Shear(ACI 11-35): vc2-a= 57656 lb Live Load: PL= 1736 lb* Allowable Punching Shear(ACI 11-36): vc2-b= 77813 lb Dead Load: PD= 456 lb* Allowable Punching Shear(ACI 11-37): vc2-c= 38438 lb Total Load: PT= 2192 lb* Controlling Allowable Punching Shear: vc2= 38438 lb Ultimate Factored Load: Pu= 3325 lb Footing plus soil above footing weight: Wt= 181 lb * Load obtained from Load Tracker. See Summary Report for details. Short Direction: Long Direction: Bending Calculations: Bending Calculations: Factored Moment: Mu= 7481 in-lb Factored Moment: Mu= 7481 in-lb Nominal Moment Strength: Mn= 85413 in-lb Nominal Moment Strength: Mn= 85454 in-lb Reinforcement Calculations: Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.41 in Concrete Compressive Block Depth: a= 0.41 in Steel Required Based on Moment: As(1)= 0.03 in2 Steel Required Based on Moment: As(1)= 0.03 in2 Min. Code Req'd Reinf. Shrink./Temp. (ACI-10.5.4): As(2)= 0.36 in2 Min.Code Req'd Reinf.Shrink./Temp. (ACI-10.5.4): As(2)= 0.36 in2 Controlling Reinforcing Steel: As-reqd= 0.36 in2 Controlling Reinforcing Steel: As-reqd= 0.36 in2 Selected Reinforcement: Short Dir:#4's @ 11.0 in.o.c.(2)Min. Selected Reinforcement: Long Dir:#4's©11.0 in.o.c.(2)Min. Reinforcement Area Provided: As= 0.39 in2 Reinforcement Area Provided: As= 0.39 in2 Development Length Calculations:. Development Length Calculations: Development Length Required: Ld= 15 in Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 6 in Development Length Supplied: Ld-sup= 6 in Note: Plain concrete adequate for bending, therefore adequate development length not required. NOTES IN Li