Laserfiche WebLink
STRUCTURAL DESIGN ASSOCIATES Project Title: ECHELBARGER <br /> Engineer: <br /> Project ID: SDA#7976 <br /> Project Descr:MOMENT FRAME CALCS <br /> Printed. 4 DEC 2018, 2:40PM <br /> General Footing File=C:1NETWOR-11PROJEC-117300-7-11797617976-1-117976-181203-Reply to City Comments.ec6 . <br /> g Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.31 . <br /> Lic.#: KW-06011301 Licensee:Covington <br /> Description: FT'G-NODE(5)&(1) <br /> Code References <br /> Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 <br /> Load Combinations Used :ASCE 7-10 <br /> General Information <br /> Material Properties Soil Design Values <br /> fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 1.50 ksf <br /> fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No <br /> Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 150.0 pcf <br /> Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.350 <br /> 9 Values Flexure = 0.90 <br /> Shear = 0.750 Increases based on footing Depth <br /> Analysis Settings Footing base depth below soil surface = 2.0 ft <br /> Min Steel /o 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 = 1.50 :1 <br /> Min.Sliding Safety Factor = 1.50 :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 Yes ft <br /> when max.length or width is greater than <br /> Use Pedestal wt for stability,mom&shear Yes <br /> Dimensions <br /> Width parallel to X-X Axis = 5.50 ft <br /> Length parallel to Z-Z Axis = 5.50 ft - <br /> Footing Thickness = 24.0 in . —- <br /> Pedestal dimensions... . <br /> px:parallel to X-X Axis = in K <br /> pz:parallel to Z-Z Axis = in <br /> Height - in <br /> Rebar Centerline to Edge of Concrete... <br /> at Bottom of footing = 3.0 in <br /> Reinforcing - -- oslir j <br /> Bars parallel to X-X Axis <br /> Number of Bars = 7.0 <br /> Reinforcing Bar Size = # 6 <br /> Bars parallel to Z-Z Axis <br /> Number of Bars = 7.0 <br /> Reinforcing Bar Size = # 6 <br /> Bandwidth Distribution Check (ACI 15.4.4.2) <br /> Direction Requiring Closer Separation <br /> n/a <br /> #Bars required within zone n/a <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 = 4.050 0.180 4.070 2.080 3.40 k <br /> OB:Overburden = ksf <br /> M-xx = k-ft <br /> M-zz = 2.450 0.090 2.420 6.750 16.70 k-ft <br /> V-x = -0.870 -0.0320 -0.8580 -1.460 -3.660 k <br /> V-z = k <br /> e <br />