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17-18195
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17-18195
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Last modified
12/12/2017 1:17:00 PM
Creation date
12/12/2017 1:16:35 PM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
17-18195
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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Job Page <br /> ������� Pasco County (VS) (BU 826548) 23 of 34 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.99008 09:39:06 10/10/16 <br /> 326 Tryon Rd. <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)661-6351 Crown Castle �WB <br /> FAX:(919)661-6350 <br /> Secrion Elevation Component Condition Gov Axia1 MajarAxis MinorAxis <br /> No. ft Type Load Moment Moment <br /> Comb. Ib I6-ft lb-ft <br /> Max.My 4 -12757.07 -12.57 9.24 <br /> Max.Vy 6 23.29 64 43 -1.08 <br /> Max.Vx 4 -1 78 0.00 0.00 <br /> Top Girt Max Tension 6 2256:35 0.00 0.00 <br /> Max.Compression 19 -2003.92 0.00 0.00 <br /> Max.M�c 2 1241.63 -196.82 0.00 <br /> Max.My 2 -1957.09 0.00 4.73 <br /> Ma�c.Vy 2 69 47 0.00 0.00 <br /> Max.Vx 2 -1.67 0.00 0.00 <br /> T6 113333- Leg Max Tension 7 215537.61 -1186.76 6.32 <br /> 106.667 <br /> Max.Compression 18 -238662.35 3189.84 -81.15 <br /> Max.Mx 6 212908.40 -3243.63 85.14 <br /> Ma�c.My 20 -895939 -97.20 �734 78 <br /> Max.Vy 19 �27.80 3211.17 -81.86 <br /> Max.Vx 20 495 78 -97.20 11734 78 <br /> Diagonal Max Tension 16 12905.68 0.00 0.00 <br /> Max.Compression 17 -12799.13 0.00 0.00 <br /> Max.Mx 18 10925.41 67.72 -3.49 <br /> Max.My 18 -10986.90 -17.51 11.37 <br /> Max.Vy 18 -23.88 67.72 -3.49 <br /> Max.Vx 18 1.02 0.00 0.00 <br /> T'7 106.667-100 Leg Max Tension 7 234977.23 -322230 84.43 <br /> Max.Compression 18 -259647.58 3037.44 2031 <br /> Max.Mx 6 232473.16 -3243.63 85.14 <br /> Max.My 20 -9084.50 -97.20 -4734 78 <br /> Ma�c.Vy 14 -21937 -3237.43 -56.59 <br /> Max.Vx 20 -1017.59 -97.20 -4734.78 <br /> Diagonal Max Tension 17 14076.42 0.00 0.00 <br /> Max.Compression 16 -14384.81 0.00 0.00 <br /> Max.Mx 18 10643.06 -14837 20.49 <br /> Max.My 20 13499.91 -129.11 21.75 <br /> Max.Vy 18 50.18 -14837 20.49 <br /> Max.Vx 20 -3.89 0.00 0.00 <br /> T8 100-80 Leg Ma�c Tension 7 289430.57 -2362.17 66.47 <br /> Max.Compression 18 -320200.70 5733.03 3.79 <br /> Max.Mac 18 -320200.70 5733.03 3.79 <br />� Ma�c.My 20 -10554.20 -391.25 -8719.93 <br /> Max.Vy 18 -594.01 5733.03 3.79 <br /> Max.Vx 20 -1311.63 -391.25 -8719.93 <br /> Diagonal Max Tension 16 16769.69 0.00 0.00 , <br /> Max.Compression 16 -16925.95 0.00 0.00 <br /> Max.Mx 18 12990.19 154.36 -19.18 <br />, Max.My 4 -15144.47 -23.47 22.97 <br /> Max.Vy 18 -4332 154.36 -19.18 <br /> Max.Vx 4 -3.54 0.00 0.00 <br /> Top G'ut Max Tension 6 4240.95 0.00 0.00 <br /> Max.Compression 19 -3913.93 0.00 0.00 , <br /> Max.Mx 2 2315.25 -258.97 0.00 <br /> Max.My 2 -3844.60 0.00 6.23 <br /> Maac.Vy 2 79.68 0.00 0.00 <br /> Ma�c.Vx 2 -1.92 0.00 0.00 <br /> T9 80-70 Leg Max Tension 7 318804.87 �888.90 -7.61 <br /> Max.Compression 18 -353027.60 3355.95 -142.86 , <br /> Ma�c.Mx 18 352491.32 5733.03 3.79 <br /> Max.My 20 -12740.56 �48.78 -11793.80 <br /> Max.Vy 18 440.79 5733.03 3.79 <br /> Mas.Vx 20 1619.51 A48.78 -11793.80 <br /> Diagonal Max Tension 17 16119 41 0.00 0.00 <br /> Max.Compression 16 -16340.93 0.00 0.00 <br /> Max.Mx 6 13376.68 151.44 -3.32 <br />
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