You are warking as an assistant to yaur cousin, who is an architect. S far a new luxury hatel. Th...
You are warking as an assistant to yaur cousin, who is an architect. S far a new luxury hatel. The labby wl indude a walkway suspended above the main level. Her design will include the following features. Above the walkway, attached at various points along its length, will be vertical steel cables of diameter 1.27 cm and unstressed length 5.95 m. These cables will run upw rd from the walkway and be attached to a r id bear in the internal structure of the lobby. Below each point of attachment of a vertical cable will be an al walkway is installed, the columns will extend 3.25 m from the flcor of the lobby to the height at which the bottom af the walkway will lie. Suppose the walkway and any individuals walking an it exert a downward force of magnitude F-9,200 N on a particular attachment point to a cable ฮ bove ฮnd the corresponding column below. Before committing to this design, your cousin asks you to determine how far the po nt of attachment of the walkway will ove downward under these load cond itions. She is currenty designing the lobby uminum column on which the walkway rests. Each column is a hollow cylinder of Inner diameter 16.04 cm and outer diameter 16.18 cm. Before the
You are warking as an assistant to yaur cousin, who is an architect. S far a new luxury hatel. The labby wl indude a walkway suspended above the main level. Her design will include the following features. Above the walkway, attached at various points along its length, will be vertical steel cables of diameter 1.27 cm and unstressed length 5.95 m. These cables will run upw rd from the walkway and be attached to a r id bear in the internal structure of the lobby. Below each point of attachment of a vertical cable will be an al walkway is installed, the columns will extend 3.25 m from the flcor of the lobby to the height at which the bottom af the walkway will lie. Suppose the walkway and any individuals walking an it exert a downward force of magnitude F-9,200 N on a particular attachment point to a cable ฮ bove ฮnd the corresponding column below. Before committing to this design, your cousin asks you to determine how far the po nt of attachment of the walkway will ove downward under these load cond itions. She is currenty designing the lobby uminum column on which the walkway rests. Each column is a hollow cylinder of Inner diameter 16.04 cm and outer diameter 16.18 cm. Before the