Laserfiche WebLink
Project Title: Miller Deck <br /> Engineer: NKH <br /> Project ID: 23-083 <br /> Project Descr: <br /> General Foofing ProjectFle:Footings.ec6 <br /> LI :K 6 1 60,Bukj:20.23.05.25 NKH Engineering (C) N LC IN 19 <br /> DESCRIPTION: Footing C <br /> Code References <br /> Calculations per ACI 318-14, IBC 2018,CBC 2019,ASCE 7-16 <br /> Load Combinations Used:ASCE 7-16 <br /> General Information <br /> Material Properties Soil Design Values <br /> fa:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf <br /> fy:Rebar Yield - 60.0 ksi Soil Density = 110.0 pcf <br /> Ec:Concrete Elastic Modulus - 3,122.0 ksi Increase Bearing By Footing Weight = No <br /> Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf <br /> (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 <br /> Shear - 0.750 Increases based on footing Depth <br /> Analysis Settings Footing base depth below soil surface - it <br /> Min Steel%Bending Reinf. = Allow press,increase per foot of depth = ksf <br /> Min Allow%Temp Reinf. = 0.00180 when footing base is below - ft <br /> Min.Overturning Safety Factor - 1.0:1 <br /> Min.Sliding Safety Factor = 1-0 :1 Increases based on footing plan dimension <br /> Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth <br /> Use ftg wt for stability,moments&shears Yes = ksf <br /> Add Pedestal Wt for Soil Pressure No when max_length or width is greater than <br /> - ft <br /> Use Pedestal wt for stability,mom&shear No <br /> Dimensions <br /> Width parallel to X-X Axis - 2.833 ft <br /> Length parallel to Z ZAxis = 2.833 ft <br /> FootingThickness = <br /> 18.0 in J .. <br /> Pedestal dimensions..- X X <br /> px:parallel to X-X Axis - in o _ <br /> pz:parallel to Z-Z Axis = in 'w <br /> Height injy <br /> Rebar Centedine to Edge of Concrete... <br /> at Bottom of footing = 3.0 in , <br /> Z i <br /> Reinforcing <br /> Bars parallel to X X Axis <br /> Number of Bars - 6.0 <br /> Reinforcing Bar Size = # 4 <br /> Bars parallel toZ-ZAxis _ �ti`�`Number Of Bars — 6.0 <br /> �` tt t; � EGk4tUtt rSi i <br /> # 4 <br /> Reinforcing Bar Size = <br /> Bandwidth Distribution Check (ACI 15-4.4.2 � r r%� ,a '�i �_c � P <br /> , 1' ide:SW Aa�ais • 1 - ` n* Aroti v <br /> Direction Requiring Closer Separation th <br /> ch kLtr+j i �t b <br /> M. �sr,? 1 i3r 2 � \. <br /> n1a � Ct �� 14Se�t+571 LOa-�Cii1gi 4 ."I <br /> #Bars required within zone Na <br /> #Bars required on each side of zone n/a <br /> Applied Loads <br /> D Lr L S W E H <br /> P:Column Load = 1.564 8.40 k <br /> OB:Overburden = ksf <br /> M xx _ __._ �,_ k-ft <br /> M-z - k-ft <br /> V-x - _ - k _. <br /> V-z = k <br /> S9 <br />