STAAD SPACE
START JOB INFORMATION
JOB NAME G6391
APPROVED NAME ESC
ENGINEER NAME VDC
JOB CLIENT SMART
JOB PART EX+PR
JOB NO TOWER & BUILDING EVALUATION
ENGINEER DATE 30-Aug-19
END JOB INFORMATION
INPUT WIDTH 79
SET NL 100
UNIT METER KN
JOINT COORDINATES
337 4.015 3.15 0; 347 4.015 3.15 2; 348 6.015 3.15 0; 374 4.015 3 0;
1384 4.015 9.15 0; 1402 4.015 6.65 0; 1408 4.015 8.8 0; 1438 8.13 3 0;
1443 4.015 3 4.5; 1444 8.13 3 4.5; 1573 4.015 3 2; 1574 6.015 3 0;
1616 4.015 0 0; 1617 8.13 0 0; 1619 4.015 0 4.5; 1620 8.13 0 4.5; 1621 0 3 0;
1623 0 3 4.5; 1624 0 0 0; 1625 0 0 4.5; 1626 4.015 3 -2.04; 1628 8.13 3 -2.04;
1629 0 3 -2.04; 1630 2.0075 3 4.5; 1631 2.0075 3 0; 1632 2.0075 3 -2.04;
1633 4.77 3 0; 1635 4.77 3 4.5; 1636 7.155 3 0; 1637 7.155 3 4.5;
1665 2.4575 3 4.5; 1666 2.4575 3 0; 1667 1.5575 3 4.5; 1668 1.5575 3 0;
1669 2.0075 3 0.75; 1670 2.4575 3 0.75; 1671 1.5575 3 0.75; 1672 2.0075 3 3.75;
1673 2.4575 3 3.75; 1674 1.5575 3 3.75; 1675 4.015 5.675 0; 1676 4.015 6.175 0;
1677 4.015 5.1125 0; 1679 4.815 8.8 0; 1680 4.815 5.675 0; 1681 4.815 5.1125 0;
1682 4.815 9.3625 0; 1683 4.815 8.8 -0.975; 1684 4.815 8.8 -0.8;
1685 4.815 8.8 0.8; 1686 4.815 8.8 0.975; 1687 4.815 5.675 -0.975;
1688 4.815 5.675 -0.8; 1689 4.815 5.675 0.8; 1690 4.815 5.675 0.975;
1691 4.815 5.1125 0.8; 1692 4.815 9.3625 0.8; 1693 4.815 5.1125 -0.8;
1694 4.815 9.3625 -0.8; 1695 3.615 8.8 -0.69282; 1696 3.615 5.675 -0.69282;
1697 3.615 5.1125 -0.69282; 1698 3.615 9.3625 -0.69282;
1699 2.77063 8.8 -0.20532; 1700 2.92218 8.8 -0.29282;
1701 4.30782 8.8 -1.09282; 1702 4.45938 8.8 -1.18032;
1703 2.77063 5.675 -0.20532; 1704 2.92218 5.675 -0.29282;
1705 4.30782 5.675 -1.09282; 1706 4.45938 5.675 -1.18032;
1707 4.30782 9.3625 -1.09282; 1708 2.92218 5.1125 -0.29282;
1709 2.92218 9.3625 -0.29282; 1710 3.615 8.8 0.69282; 1711 3.615 5.675 0.69282;
1712 3.615 5.1125 0.69282; 1713 3.615 9.3625 0.69282; 1714 4.45938 8.8 1.18032;
1715 4.30782 8.8 1.09282; 1716 2.92218 8.8 0.29282; 1717 2.77063 8.8 0.20532;
1718 4.45938 5.675 1.18032; 1719 4.30782 5.675 1.09282;
1720 2.92218 5.675 0.29282; 1721 2.77063 5.675 0.20532;
1722 2.92218 5.1125 0.29282; 1723 2.92218 9.3625 0.29282;
1724 4.30782 5.1125 1.09282; 1725 4.30782 9.3625 1.09282;
1726 4.30782 5.1125 -1.09282;
MEMBER INCIDENCES
484 337 374; 2021 348 1402; 2022 347 1402; 2055 1408 1384; 2105 374 1633;
2108 1443 1635; 2112 374 1573; 2115 1438 1444; 2338 1573 1443; 2339 347 1573;
2340 1574 1636; 2341 348 1574; 2384 374 1616; 2387 1443 1619; 2406 1617 1438;
2411 1620 1444; 2412 1621 1623; 2414 1621 1624; 2415 1623 1625; 2416 1623 1667;
2417 1621 1668; 2418 1626 1628; 2420 1629 1632; 2421 1621 1629; 2422 374 1626;
2423 1438 1628; 2424 1630 1665; 2425 1631 1666; 2426 1630 1672; 2427 1632 1626;
2428 1631 1632; 2429 1633 1574; 2430 1633 1635; 2431 1635 1637; 2432 1636 1438;
2433 1637 1444; 2434 1636 1637; 2490 1665 1443; 2491 1666 374; 2492 1665 1673;
2493 1667 1630; 2494 1668 1631; 2495 1667 1674; 2496 1669 1631; 2497 1670 1666;
2498 1669 1670; 2499 1671 1668; 2500 1671 1669; 2501 1672 1669; 2502 1673 1670;
2503 1672 1673; 2504 1674 1671; 2505 1674 1672; 2506 1675 1676; 2507 1677 1675;
2508 1675 1408; 2509 1408 1679; 2510 1675 1680; 2511 1681 1680; 2512 1680 1679;
2513 1679 1682; 2514 1683 1684; 2515 1684 1679; 2516 1679 1685; 2517 1685 1686;
2518 1687 1688; 2519 1688 1680; 2520 1680 1689; 2521 1689 1690; 2522 1691 1689;
2523 1689 1685; 2524 1685 1692; 2525 1693 1688; 2526 1688 1684; 2527 1684 1694;
2528 1408 1695; 2529 1675 1696; 2530 1697 1696; 2531 1696 1695; 2532 1695 1698;
2533 1699 1700; 2534 1700 1695; 2535 1695 1701; 2536 1701 1702; 2537 1703 1704;
2538 1704 1696; 2539 1696 1705; 2540 1705 1706; 2541 1705 1701; 2542 1701 1707;
2543 1708 1704; 2544 1704 1700; 2545 1700 1709; 2546 1408 1710; 2547 1675 1711;
2548 1712 1711; 2549 1711 1710; 2550 1710 1713; 2551 1714 1715; 2552 1715 1710;
2553 1710 1716; 2554 1716 1717; 2555 1718 1719; 2556 1719 1711; 2557 1711 1720;
2558 1720 1721; 2559 1722 1720; 2560 1720 1716; 2561 1716 1723; 2562 1724 1719;
2563 1719 1715; 2564 1715 1725; 2565 1701 1684; 2566 1715 1685; 2567 1676 1677;
2568 1705 1688; 2569 1719 1689; 2570 1700 1716; 2571 1704 1720; 2572 1726 1705;
2573 1402 1408; 2574 337 1402;
ELEMENT INCIDENCES SHELL
2449 1621 1629 1632 1631; 2450 1631 1632 1626 374; 2451 374 1626 1628 1438;
2452 1623 1621 1631 1630; 2453 1630 1631 374 1443; 2454 1443 374 1633 1635;
2455 1635 1633 1636 1637; 2456 1637 1636 1438 1444;
START GROUP DEFINITION
MEMBER
_MAINPOLE 2055
_L1 2055
FLOOR
ELEMENT
END GROUP DEFINITION
ELEMENT PROPERTY
2449 TO 2456 THICKNESS 0.1
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
2055 2573 TABLE ST PIPS50
2574 TABLE ST PIPS60
MEMBER PROPERTY AMERICAN
2341 PRIS YD 0.6 ZD 0.4
MEMBER PROPERTY AMERICAN
2339 PRIS YD 0.4 ZD 0.6
MEMBER PROPERTY AMERICAN
484 PRIS YD 0.6 ZD 0.6
MEMBER PROPERTY JAPANESE
2406 2414 PRIS YD 0.53 ZD 0.56
MEMBER PROPERTY AMERICAN
2411 2415 PRIS YD 0.47 ZD 0.4
MEMBER PROPERTY AMERICAN
2112 2115 2338 2412 2421 TO 2423 PRIS YD 0.4 ZD 0.35
2384 PRIS YD 0.63 ZD 0.47
2021 2022 TABLE ST PIPS40
MEMBER PROPERTY AMERICAN
2387 PRIS YD 0.48 ZD 0.25
2105 2108 2340 2416 TO 2418 2420 2424 TO 2434 2490 2491 2493 2494 2496 -
2501 PRIS YD 0.5 ZD 0.4
2492 2495 2497 TO 2500 2502 TO 2505 PRIS YD 0.1 ZD 0.1
2511 TO 2513 2522 TO 2527 2530 TO 2532 2541 TO 2545 2548 TO 2550 2559 TO 2564 -
2572 TABLE ST PIPS30
MEMBER PROPERTY DUTCH
2565 2566 2568 TO 2571 TABLE ST L50X5
MEMBER PROPERTY AMERICAN
2509 2510 2528 2529 2546 2547 TABLE ST PIPS35
MEMBER PROPERTY JAPANESE
2514 TO 2521 2533 TO 2540 2551 TO 2558 TABLE ST C125X65X6
CONSTANTS
MATERIAL CONCRETE MEMB 484 2105 2108 2112 2115 2338 TO 2341 2384 2387 2406 -
2411 2412 2414 TO 2418 2420 TO 2434 2449 TO 2456 2490 TO 2505
MATERIAL STEEL MEMB 2021 2022 2055 2492 2506 2509 TO 2566 2568 TO 2574
SUPPORTS
1616 1617 1619 1620 1624 1625 FIXED
MEMBER OFFSET
2105 2108 2112 2115 2338 2340 2412 2416 TO 2418 2420 TO 2434 2490 TO 2504 -
2505 START 0 -0.25 0
2105 2108 2112 2115 2338 2340 2412 2416 TO 2418 2420 TO 2434 2490 TO 2504 -
2505 END 0 -0.25 0
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass  TITLE DL
SELFWEIGHT Y 1.05 
*ACCESS ANTENNA
*3-12 PORTS @ 35.00M (PROPOSED)
*18-RRU (PROPOSED)
*1-0.6mw @ 33.00M (PROPOSED)
MEMBER LOAD
*CLIMBING LADDER + FEEDLINES
2055 UNI GY 0.4
FLOOR LOAD
YRANGE 2.9 3.1 FLOAD 2.4 GY
YRANGE 2.9 3.1 FLOAD 10.89 XRANGE 1.558 2.458  ZRANGE 0.75 3.75  GY
LOAD R2 LOADTYPE Gravity  TITLE LL
FLOOR LOAD
YRANGE 2.9 3.1 FLOAD 1.9 GY
END DEFINE REFERENCE LOADS
DEFINE WIND LOAD
TYPE 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 270.000 MPH 0 1 1 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 29.000 M 8.130 M 6.540 M 2.000 0.010 0 -
0 0 0 0 0.974 1.000 1.000 0.850 0 -
0 0 0 0.856 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 1.78 1.75 1.75 HEIG  29.15  32.65  35.156
EXP 1 JOINT 337 1384 1402
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 3 NA 1 NV 1
REFERENCE LOAD Y
R1 1.0 
******************
LOAD 1 LOADTYPE Seismic  TITLE EQX
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EQZ
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic  TITLE EQ-X
UBC LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic  TITLE EQ-Z
UBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
LOAD 10 LOADTYPE Dead  TITLE DEAD LOAD
REFERENCE LOAD
R1 -1.0 
LOAD 11 LOADTYPE Dead  TITLE ROOF LIVE LOAD
REFERENCE LOAD
R2 -1.0 
LOAD 21 LOADTYPE None  TITLE WIND ALONG 0DEG
*ANTENNA WIND FORCES
*FZ
*MW ANTENNA
*CLIMBING LADDER + FEEDLINES
*FEEDLINE FZ
*TOWER WIND LOADS
WIND LOAD Z 1 TYPE 1 YR 3.15 9.15 OPEN
LOAD 22 LOADTYPE None  TITLE WIND ALONG 45DEG
*FX
*MW ANTENNA
*FZ
*MW ANTENNA
*CLIMBING LADDER + FEEDLINES
*FEEDLINE FX
*FEEDLINE FZ
*TOWER WIND LOADS
WIND LOAD X 0.707 TYPE 1 YR 3.15 9.15 OPEN
WIND LOAD Z 0.707 TYPE 1 YR 3.15 9.15 OPEN
LOAD 23 LOADTYPE None  TITLE WIND ALONG 90DEG
*ANTENNA WIND FORCES
*FX
*MW ANTENNA
*CLIMBING LADDER + FEEDLINES
*FEEDLINE FX
*TOWER WIND LOADS
WIND LOAD X 1 TYPE 1 YR 3.15 9.15 OPEN
LOAD 24 LOADTYPE None  TITLE WIND ALONG 135DEG
*ANTENNA WIND FORCES
*FX
*MW ANTENNA
*FZ
*MW ANTENNA
*CLIMBING LADDER + FEEDLINES
*FEEDLINE FX
*FEEDLINE FZ
*TOWER WIND LOADS
WIND LOAD X 0.707 TYPE 1 YR 3.15 9.15 OPEN
WIND LOAD Z -0.707 TYPE 1 YR 3.15 9.15 OPEN
LOAD 25 LOADTYPE None  TITLE WIND ALONG 180DEG
*FZ
*MW ANTENNA
*CLIMBING LADDER + FEEDLINES
*FEEDLINE FZ
*TOWER WIND LOADS
WIND LOAD Z -1 TYPE 1 YR 3.15 9.15 OPEN
LOAD 26 LOADTYPE None  TITLE WIND ALONG 225DEG
*ANTENNA WIND FORCES
*FX
*MW ANTENNA
*FZ
*MW ANTENNA
*CLIMBING LADDER + FEEDLINES
*FEEDLINE FX
*FEEDLINE FZ
*TOWER WIND LOADS
WIND LOAD X -0.707 TYPE 1 YR 3.15 9.15 OPEN
WIND LOAD Z -0.707 TYPE 1 YR 3.15 9.15 OPEN
LOAD 27 LOADTYPE None  TITLE WIND ALONG 270DEG
*ANTENNA WIND FORCES
*FX
*MW ANTENNA
*CLIMBING LADDER + FEEDLINES
*FEEDLINE FX
*TOWER WIND LOADS
WIND LOAD X -1 TYPE 1 YR 3.15 9.15 OPEN
LOAD 28 LOADTYPE None  TITLE WIND ALONG 315DEG
*ANTENNA WIND FORCES
*FX
*MW ANTENNA
*FZ
*MW ANTENNA
*CLIMBING LADDER + FEEDLINES
*FEEDLINE FX
*FEEDLINE FZ
*TOWER WIND LOADS
WIND LOAD X -0.707 TYPE 1 YR 3.15 9.15 OPEN
WIND LOAD Z 0.707 TYPE 1 YR 3.15 9.15 OPEN
****************
*-SERVICEABILITY
LOAD 100 1.0DL+0.6WL@0DEG + 1.0RL
REPEAT LOAD
10 1.0 11 1.0 21 0.6 
LOAD 101 1.0DL+0.6WL@45DEG + 1.0RL
REPEAT LOAD
10 1.0 11 1.0 22 0.6 
LOAD 102 1.0DL+0.6WL@90DEG + 1.0RL
REPEAT LOAD
10 1.0 11 1.0 23 0.6 
LOAD 103 1.0DL+0.6WL@135DEG + 1.0RL
REPEAT LOAD
10 1.0 11 1.0 24 0.6 
LOAD 104 1.0DL+0.6WL@180DEG + 1.0RL
REPEAT LOAD
10 1.0 11 1.0 25 0.6 
LOAD 105 1.0DL+0.6WL@225DEG + 1.0RL
REPEAT LOAD
10 1.0 11 1.0 26 0.6 
LOAD 106 1.0DL+0.6WL@270DEG + 1.0RL
REPEAT LOAD
10 1.0 11 1.0 27 0.6 
LOAD 107 1.0DL+0.6WL@315DEG + 1.0RL
REPEAT LOAD
10 1.0 11 1.0 28 0.6 
*****************
*STRENGTH DESIGN
LOAD 201 1.2DL+1.0WL@0DEG + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 21 1.0 
LOAD 202 1.2DL+1.0WL@45DEG + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 22 1.0 
LOAD 203 1.2DL+1.0WL@90DEG + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 23 1.0 
LOAD 204 1.2DL+1.0WL@135DEG + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 24 1.0 
LOAD 205 1.2DL+1.0WL@180DEG + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 25 1.0 
LOAD 206 1.2DL+1.0WL@225DEG + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 26 1.0 
LOAD 207 1.2DL+1.0WL@270DEG + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 27 1.0 
LOAD 208 1.2DL+1.0WL@315DEG + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 28 1.0 
********************
*SEISMIC LOAD COMBO
LOAD 301 1.2DL+1.0EQX + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 1 1.0 
LOAD 302 1.2DL+1.0EQZ + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 2 1.0 
LOAD 303 1.2DL+1.0EQ-X + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 3 1.0 
LOAD 304 1.2DL+1.0EQ-Z + 0.5RL
REPEAT LOAD
10 1.2 11 0.5 4 1.0 
PERFORM ANALYSIS
LOAD LIST 201 TO 208 301 TO 304
PARAMETER 1
CODE AISC UNIFIED 2010
FYLD 241000 MEMB 2021 2022 2055 2506 TO 2574
CHECK CODE MEMB 2021 2022 2055 2506 TO 2574
START CONCRETE DESIGN
CODE ACI
FYMAIN 413688 MEMB 2105 2108 2112 2115 2338 2340 2384 2387 2406 2411 2412 -
2414 TO 2418 2420 TO 2434 2490 TO 2505
FC 21000 MEMB 2105 2108 2112 2115 2338 2340 2384 2387 2406 2411 2412 2414 -
2415 TO 2418 2420 TO 2434 2490 TO 2505
MAXMAIN 16 MEMB 2105 2108 2112 2115 2338 2340 2384 2387 2406 2411 2412 2414 -
2415 TO 2418 2420 TO 2434 2490 TO 2505
MINMAIN 16 MEMB 2105 2108 2112 2115 2338 2340 2384 2387 2406 2411 2412 2414 -
2415 TO 2418 2420 TO 2434 2490 TO 2505
CLT 0.03 MEMB 2105 2108 2112 2115 2338 2340 2384 2387 2406 2411 2412 2414 -
2415 TO 2418 2420 TO 2434 2490 TO 2505
CLS 0.03 MEMB 2105 2108 2112 2115 2338 2340 2384 2387 2406 2411 2412 2414 -
2415 TO 2418 2420 TO 2434 2490 TO 2505
CLB 0.03 MEMB 2105 2108 2112 2115 2338 2340 2384 2387 2406 2411 2412 2414 -
2415 TO 2418 2420 TO 2434 2490 TO 2505
DESIGN BEAM 2105 2108 2112 2115 2338 2340 2412 2416 TO 2418 2420 TO 2429 2431 -
2432 TO 2433 2490 2491 2493 2494 2496 2501
DESIGN COLUMN 2384 2387 2406 2411 2414 2415
END CONCRETE DESIGN
FINISH
