Foundation Design Calculation of Tower Type 2DT6 For Soil Category-2Full description
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transmission tower designFull description
DESIGN OF MICROWAVE TOWER SUBJECT NAME = DESIGN OF TALL STRUCTURES SUBJECT CODE = 2732005 PREPARED BY :CHIRAG MULCHANDANI (160410720007) ALIABBAS RETIWALA (160410720017) SAMIR PRAJAPATI (160410720015) ARJAV PATEL (160410720009) ( 160410720009)
GIVEN DATA :THE WIDTH AT THE TOP OF THE TOWER WEIGHT OF THE PLATFORM AT TOP WEIGHT OF RAILING AT TOP WEIGHT OF LADDER AND THE CAGE WEIGHT OF ANTENNA DISK AND FIXTURE SELF WEIGHT OF TRUSS LIVE LOAD WEIGHT OF MISCELLANEOUS ITEMS TERRAIN CATEGORY CLASS OF STRUCTURE HEIGHT OF TOWER
3.5 0.9 0.9 0.3 0.3 0.6 0.6 9 4.5 4.5 0.75 0.75 2.5 III B 55
Area of part 4 Area of part 3 Area of part 2 Area of part 1
64.5 79.5 61.5 52.5
m2 m2 m2 m2
Distance of C.g of parts from base
L.A 4 L.A 3 L.A 2 L.A 1
5.188679 17.86585 32.5 47.5
m m m m
Assume solidity ratio for parts 1,2,3 and 4 as 0.26,0.26,0.24 and 0.2 resp. Force coefficients(table 30 pg 47 IS 875 -part 3) Part 1 Part 2 Part 3 Part 4 Antenna disk
3 3 3.1 3.3 1.4
Consider wind blowing normal to one face LATERAL LOADS FOR:Part 1 65.65726 kN Part 2 71.68126 kN Part 3 80.24297 kN Part 4 39.85662 kN Antenna 15.86679 kN Total lateral load Say
273.3049 274 kN
Consider wind acting diagonally Moments of lateral loads at base : M1 3742.464 kN-m M2 2795.569 kN-m M3 1720.331 kN-m M4 248.1639 kN-m Ma 617.1667 kN-m Total Moment
9123.694 kN-m
Maximum force in one leg dye to WL
921.77148 kN
Maximum compressive force in leg Maximum uplift at base Maximum transverse shear at base