hello every1 ... ve already posted the reply once ... but think its abstruce as no one's replied ... so ill reframe it .....
i have a rope (steel rope or cable ) in my analysis .... this is used to stabilize a pole 17 meters in height .... the cable is fixed to the ground and the other end to the top of the mast ...... due to wind speed(pressure ) the pole deflects at the top ... the cables that are connectd ( 4 in all) reduce the deflection by taking the tensile load ..... they dont take any compressive load as they are flexible ....
so can you plz help me
how will i represent this in my analysis ???
springs???? beams ???? material orientation ????
wot do i do ??
thnx in advance
i have a rope (steel rope or cable ) in my analysis .... this is used to stabilize a pole 17 meters in height .... the cable is fixed to the ground and the other end to the top of the mast ...... due to wind speed(pressure ) the pole deflects at the top ... the cables that are connectd ( 4 in all) reduce the deflection by taking the tensile load ..... they dont take any compressive load as they are flexible ....
so can you plz help me
how will i represent this in my analysis ???
springs???? beams ???? material orientation ????
wot do i do ??
thnx in advance