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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) 24 of 34 <br /> TowerEngineering Project Date <br /> Professionals TEP No. 48167.99008 09:39:06 10/10/16 <br /> 326 Tryon Rd. <br /> Raleigh,NC 27603 Client Designed by <br /> Phone. (919)661-635] Crown Castle �WB <br /> FAX:(919)661-6350 <br /> Section Elevation Component Condition Gov. Axial MajorAxis MinorAxis <br /> No. ft Type Load Moment Moment <br /> Comb. lb Ib-ft Ib-ft <br /> Max.My 4 -16171.00 -13.90 23.92 <br /> Max.Vy 6 44.36 151 44 -3.32 <br /> Ma�c.Vx 4 -3.49 0.00 0.00 <br /> Top Girt Max Tension 6 4291.71 0.00 0.00 <br /> Max.Compression 19 4067.64 0.00 0.00 <br /> Max.Mx 2 2315.20 -349.22 0.00 <br /> Max.My 2 -4013.06 0.00 8.40 <br /> Max.Vy 2 95.24 0.00 0.00 <br /> Max.Vx 2 2.29 0.00 0.00 <br /> T10 70-60 Leg Max Tension 7 347802.49 -3937.87 155.85 <br /> Max.Compression 18 -385463.09 5788.76 50.20 <br /> Max.Mx 18 -385463.09 5788.76 50.20 <br /> ' ' Max.My 20 -13304 48 �48.78 -11793.80 <br /> Max.Vy 18 1t30.11 5788.76 50.20 <br /> Maac.Vx 20 -1663.80 �48.78 -11793.80 <br /> Diagonal Max Tension 16 18282.65 0.00 0.00 <br /> Max.Compression 16 -18594.09 0.00 0.00 <br /> Max.Mx 18 13818.22 -333.26 61.90 <br /> Max.My 20 17434.40 -286.72 67.16 <br /> Max.Vy 18 92.47 -333.26 61.90 <br /> Max.Vx 20 -8.93 0.00 0.00 <br /> Tl l 60-40 Leg Max Tension 7 405539.83 �023.51 73.54 <br /> Ma�c.Compression 18 �51287.52 8211.42 17 74 <br /> Max.Mx 18 -451287.52 8211 42 17 74 <br /> � Max.My 4 -16579.20 -554 43 -12504.29 <br /> Max.Vy 18 -709.07 8211.42 17.74 <br /> Max.Vx 20 1756.52 -568.36 -12498.13 <br /> Diagonal Max Tension 16 19203.25 0.00 0.00 <br /> Max.Compression 16 -19409.10 0.00 0.00 <br /> Max.Mx 18 14797.12 22638 -2237 <br /> - Max.My 4 -17344.56 22.01 25.83 <br /> Max.Vy 18 -68.54 226.38 -22.37 <br /> Max.Vx 4 -3.93 0.00 0.00 <br /> TopGirt MaxTension 6 5854.45 0.00 0.00 <br /> Max.Compression 19 -5526.18 0.00 0.00 <br /> Max.Mx 2 315135 -433.09 0.00 <br /> Ma�c.My 2 -544626 0.00 10.42 <br /> Max.Vy 2 106.06 0.00 0.00 <br /> Ma�c.Vx 2 -2.55 0.00 0.00 <br /> T12 40-30 Leg Max Tension 7 433882.57 -7027.01 -19.52 <br /> Max.Compression 18 -483817.50 6227.22 -195.55 <br /> Max.Mx 18 -483169.52 8211.42 17 74 <br /> Max.My 20 -18332.46 -570.25 -16412.90 <br /> Max.Vy 18 401 40 8211.42 17.74 <br /> Max.Vx 20 2028.26 -570.25 -16412.90 <br /> Diagonal Max Tension 16 18162.02 0.00 0.00 <br /> Max.Compression 16 -18463.42 0.00 0.00 <br /> Max.Mx 6 14795.20 229 70 6.05 <br /> Max.My 4 -18153.41 40.08 27.85 <br /> Max.Vy 6 71.48 229.70 6.05 <br /> Max.Vx 4 �.03 0.00 0.00 <br /> Top Girt Ma�c Tension 6 550438 0.00 0.00 <br /> Max.Compression 19 -5196.07 0.00 0.00 <br /> Max.M�c 2 2995.14 -525.99 0.00 <br /> Max.My 2 -5121.53 0.00 12.65 <br /> Ma�c.Vy 2 116.89 0.00 0.00 <br /> Max.Vx 2 -2.81 0.00 0.00 <br /> T13 30-20 Leg Max Tension 7 461776.51 -6867.08 213.52 <br /> Ma�c.Compression 18 -515949.68 5570.03 138.31 <br /> Max.Mx 6 456728.86 -7005.89 21739 <br /> Ma�c.My 20 -1916633 -570.25 -16412.90 <br />
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