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13-14562
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13-14562
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Last modified
6/12/2014 10:27:16 AM
Creation date
6/12/2014 10:26:53 AM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
13-14562
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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Job Page <br /> �T����" Pasco County(VS) (BU 826548) 22 of 30 <br /> Project Date <br /> Tower Engineering TEP No. 48167.7359 14:45:23 07/26/13 <br /> Professionals <br /> 3703 Junction Blvd. <br /> Raleigh,NC 27603 Client Designed by <br /> Phone. (919)661-6351 Crown Castle �LW <br /> FAX. (919)661-6350 <br /> SecJion Elevation Component Condition Gov Axial Major�Lris MinorAxis <br /> No. ft Type Load Moment Moment <br /> Comb K kip-ft kip-ft <br /> Max.My 20 -20320 -0.574 -13.281 <br /> Max.Vy 10 -0.750 8.740 -0.004 <br /> Max.Vx 20 1.866 -0.574 -13?81 <br /> Diagonal Max Tension 16 20.567 0.000 O.00G <br /> Max.Compression 16 -20.792 0.000 0.000 <br /> Max.Mx 10 16.881 0.234 -0.020 <br /> Max.My 4 -18.391 0.015 0.02i <br /> Max.Vy 10 -0.069 0.234 -0.020 <br /> Max.Vx 4 -0.004 0.000 0.000 <br /> Top Girt Maac Tension 22 6?58 0.000 0.000 <br /> Max.Compression I 1 -5.898 0.000 0.000 <br /> Max.Mx 2 3.381 -0.433 0.000 <br /> Max.My 2 -5 785 0.000 0.010 <br /> Max.Vy 2 0.106 0.000 0.000 <br /> Max.Vx 2 -0.003 0.000 0.000 <br /> T12 40-30 Leg Max Tension 23 466.994 -7.515 0.005 <br /> Max.Compression 10 -517.591 6.750 0.038 <br /> Max.Mx 10 -517.080 8.740 -0.004 <br /> Max.My 20 -22.731 -0.580 -17.5)0 <br /> Max.Vy 10 0.414 8.740 -0.004 <br /> Max.Vx 20 2.161 -0.580 -17.SI0 <br /> Diagonal Max Tension 16 19 495 0.000 0.000 <br /> Max.Compression 16 -19.809 0.000 0.000 <br /> Max.Mx 22 16.495 OZ37 -0.004 <br /> Max.My 4 -19 736 0.039 0.029 <br /> Max.Vy 22 0.072 0.?37 -0.004 <br /> Max.Vx 4 -0.004 0.000 0.000 <br /> Top Girt Max Tension 22 5.910 0.000 0.000 <br /> Max.Compression 11 -5.567 0.000 0.000 <br /> Max.Mx 2 3 148 -0.526 0.000 <br /> Max.My 2 -5 463 0.000 0.013 <br /> Max.Vy 2 0.117 0.000 0.000 <br /> Max.Vx 2 -0.003 0.000 0.000 <br /> T13 30-20 Leg Max Tension 23 497.641 -7 432 -0.(kY6 <br /> Max.Compression 10 -552.570 5.885 -0.0�18 <br /> Max.Mx 22 492.565 -7.579 -0.048 <br /> Max.My 20 -23 729 -0.580 -17.510 <br /> Max.Vy 14 -0.487 -7.552 -0107 <br /> Max.Vx 20 -2381 -0.580 -17.510 <br /> Diagonal Max Tension 16 22.517 0.000 0.000 <br /> Max.Compression 16 -23.001 0.000 0.000 <br /> Max.Mx 10 18.081 -0.506 0.063 <br /> Max.My 20 21 432 -0.453 0.074 <br /> Max.Vy 10 0.148 -0.506 0.063 <br /> Max.Vx 20 -0.010 0.000 0.000 <br /> T14 20-0 Leg Max Tension 23 558.202 -6.020 0.004 <br /> Max.Compression 10 -623 100 0.000 -0.000 <br /> Max.Mx 22 552:214 -6.159 0.002 <br /> Max.My 20 -26.892 -0.531 -14415 <br /> Max.Vy 6 -0.800 -6.128 OA08 <br /> Max.Vx 20 2.062 -0.531 -14 415 <br /> Diagonal Max Tension 16 23.042 0.000 OA00 <br /> Max.Compression 16 ?3.379 0.000 OA00 <br /> Max.Mx 10 18.643 0317 -0.031 <br /> Max.My 20 21.981 0.282 -0.036 <br /> Max.Vy 10 -0.091 0317 -0.031 <br /> Max.Vx 20 0.005 0.000 OA00 <br /> Top Girt Max Tension 22 6337 0.000 0.000 <br /> Max.Compression 11 -5.870 0.000 0.000 <br /> Max.Mx 2 3 429 -0.628 0.000 <br /> Max.My 2 -5 747 0.000 OA l5 <br />
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