Draft

4.3Reactions 81

P=2560k

L/2 Q=22,280k

TOTAL

LOADS






























































 H

V

M 0

Q

P

0

0

LOADS

REACTIONS

Figure4.5:EielTower,WindLoads,(BillingtonandMark1983)

VERTICAL

FORCES FORCES

TOTAL

WINDWARD

SIDE

LEEWARD

SIDE

+ =

WIND

Figure4.6:EielTower,Reactions;(BillingtonandMark1983)