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6624 BROADWAY 2018-01-02 MF Import
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6624 BROADWAY 2018-01-02 MF Import
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Last modified
12/21/2021 1:53:57 PM
Creation date
1/24/2017 10:06:06 AM
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Address Document
Street Name
BROADWAY
Street Number
6624
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Yes
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To specify your own Title Habitat Everett - 8 Foot Well Page. <br />special title block here, Job a 08-362 Dsgnr Date. AUG 212008 <br />use the 'Settings- screen Description.... <br />and enter your title block <br />information. This Wall in File: uA2008 fobs\8234 habitat everen\calcs\ret <br />Retain Pro 6.10, BJuly-M,%,(c(1989-20a1 Cantilevered Retaining Wall Design Code: IBC 2003 <br />Realslralion e : AP-1134915 <br />Factored Pressure <br />= 2,194 <br />1,430 psi <br />Mu': Upward <br />= 1.671 <br />0 it-N <br />Mu': Downward <br />= 234 <br />0 h-N <br />Mu: Design <br />= 1,436 <br />6,562 it-H <br />Actual 1-Way Shear <br />= 9.65 <br />25.53 psi <br />S Acceptable Sizes & Spacings <br />Other p P g <br />Allow 1-Way Shear <br />= 76.03 <br />76.03 psi <br />Toe Reinforcing <br />= If 4 @ 18.00 in <br />Toe: Not req'd, Mu < S' Fr <br />Heel: H4@ 11.50 in, R5@ 18.00 in, 86@ 25.25 in, e7@ 34.50 in, ae@ 45.50 In, N9@ 4 <br />Heel Reinforcing <br />= H 4 @ 12.00 in <br />Key Reinforcing <br />= None Spec'd <br />Key: No key defined <br />Summary of Overturning & Resisting <br />Forces & Moments <br />.....OVERTURNING..... .....RESISTING..... <br />Force Distance Moment Force Distance Moment <br />u..., <br />Ibs <br />it <br />it-N Ibs 1t 8-M <br />Heel Active Pressure = <br />Toe Active Pressure <br />Surcharge Over Toe = <br />Adjacent Fooling Load = <br />Added Lateral Load = <br />Load @ Stem Above Soil = <br />Seismic Stem Self Wt = <br />1,795.5 <br />3.OB <br />5,528.3 <br />-39.4 <br />0.50 <br />-19.7 <br />20.0 <br />9.50 <br />190.0 <br />127.8 <br />5.50 <br />702.9 <br />Total = 1,903.9 <br />Resisting/Overturning Ratio <br />Vertical Loads used for Soil Pressure <br />Vertical component of active pr <br />O.T.M. = 6,688.6 <br />5.59 <br />8,622.5 Ibs <br />Soil Over Heel = <br />6,133.3 <br />Sloped Soil G.er Heel <br />Surcharge Over Heel = <br />191.7 <br />Adjacent Fooling Load = <br />Axial Dead Load on Stem = <br />235.0 <br />Soil Over Toe = <br />125.0 <br />Surcharge Over Toe <br />Stem Weight(s) _ <br />9000 <br />Earth On Stem Transitions _ <br />Footing Weight <br />862.5 <br />Key Weight <br />Vert. Component _ <br />631.8 <br />3.83 23,511.1 <br />3.63 734.7 <br />1.46 342.7 <br />0.63 78.1 <br />1.58 1,425.0 <br />2.88 2,479.7 <br />5.75 3,632.8 <br />
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