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12/14 <br /> ************************************************** <br /> DETAILED DESIGN REPORT <br /> ************************************************** <br /> STEM DESIGN: Steel Design Comb = 1 .2D + 1. 6L + 1 . 6H + 0 . 5R <br /> Shr Strength @ Base, Phi Vn = 5. 18 kip <br /> Dist From d Mu Vu As Flex. As Min. As T+S As Reqd Comb <br /> Top (ft) (in. ) (ft-k) (kip) (in^2) (in^2) (in^2) (in^2) <br /> 0. 90 5 .75 -0. 56 -0. 62 0. 022 0 . 029 0 . 173 0. 173 2 <br /> 1 . 80 5 .75 -1. 11 -0. 58 0 . 043 0. 058 0 . 173 0 . 173 2 <br /> 2. 70 5 .75 -1 . 59 -0. 49 0. 062 0. 083 0 . 173 0 . 173 2 <br /> 3 . 60 5.75 -1 . 98 -0.36 0 . 078 0 . 104 0 . 173 0 .173 2 <br /> 4 . 50 5 .75 -2 .23 -0 . 18 0. 088 0. 117 0 . 173 0 . 173 2 <br /> 5 . 40 5.75 -2 .29 0. 04 0 . 090 0 . 120 0 . 173 0. 173 2 <br /> 6.30 5.75 -2 . 13 0 . 31 0 . 084 0 . 112 0 . 173 0 . 173 2 <br /> 7 .20 5.75 -1. 71 0. 63 0. 067 0 . 089 0 . 173 0. 173 2 <br /> 8 . 10 5.75 -0 . 99 0. 99 0 . 038 0 . 051 0 . 173 0 . 173 2 <br /> 9. 00 5. 75 0. 08 1. 40 0 . 034 0 . 004 0 . 173 0. 173 2 <br /> Vertical Stem Reinforcement: <br /> Shear-Friction Steel Added at Stem Base (ACI 11 11 . 6) , Avf = 0 . 034 in^2 <br /> Available Length for Hook Embedment into Footing = 4 .25 in. <br /> Available Length for Straight Embedment into Stem = 106. 00 in. <br /> Development Length <br /> Straight Hook Percent Spac. 50o Cut Off <br /> (in. ) (in. ) Develop. (in. ) (in. ) <br /> #4 13 . 89 <br /> #5 18 . 00 <br /> #6 18 . 00 <br /> #7 18 . 00 <br /> #8 18 . 00 <br /> #9 18 . 00 <br /> #10 18 . 00 <br /> #11 18 . 00 <br /> Horizontal Stem Reinforcement: <br /> Area of steel for Shrinkage and Temp. Reinforcement = 0 . 192 in^2. <br /> Spacing, in. Total Bars <br /> I . F. Only EA. Face I . F. Only EA. Face <br /> #4 12 . 50 18 . 00 10 . 00 7 . 00 <br /> #5 18 . 00 18 . 00 7 . 00 7 . 00 <br /> #6 18 . 00 18 . 00 7 . 00 7 . 00 <br /> #7 18 . 00 18 . 00 7 . 00 7. 00 <br /> #8 18 . 00 18 . 00 7 . 00 7 . 00 <br /> #9 18 . 00 18 . 00 7 . 00 7. 00 <br /> #10 18 . 00 18 . 00 7 . 00 7 . 00 <br /> #11 18 . 00 18 . 00 7 . 00 7. 00 <br /> 1/10/2018 4 : 36 PM 6 of 8 <br />