Suspension Bridges
Suspension Bridges Efficient Structure b/c:
Suspension Bridges Efficient Structure b/c: Most members in Tension Main Cable in Tension Efficient Structure b/c: Most members in Tension Suspenders in Tension
Suspension Bridges Efficient Structure b/c: Most members in Tension Few members in Compression
Suspension Bridges Efficient Structure b/c: Most members in Tension Few members in Compression Few members in Bending There are no bending members in this view
Suspension Bridges Bending Member: Girder Spans Between Suspender Ropes
Fill Beams Girder
Fill Beams Girder
Suspension Bridges Bending Member: Girder Spans Between Suspender Ropes
Suspension Bridges Bending Member: Girder Spans Between Suspender Ropes
Suspension Bridges Other Characteristics
Suspension Bridges Other Characteristics: Main Cable in Tension Suspenders in Tension
Suspension Bridges Other Characteristics: Main Cable in Tension Other Characteristics: Demands HUGE Anchorage (Dead Weight) Suspenders in Tension
Suspension Bridges Other Characteristics: W W Main Cable in Tension Other Characteristics: Demands HUGE Anchorage (Dead Weight) W W Suspenders in Tension
Suspension Bridges Other Characteristics: W W Main Cable in Tension Other Characteristics: Demands HUGE Anchorage (Dead Weight) (Sliding Resistance Must Exceed Cable Force) W W Suspenders in Tension f N f N
Other Characteristics The Suspended Structure is Unstable
Other Characteristics The Suspended Structure is Unstable Stiffening trusses needed for stability and lateral stiffness
Other Characteristics Otherwise…. Stiffening trusses needed for stability and lateral stiffness
Example 1: The Brooklyn Bridge, Determine Main Cable W Using Statics
Example 1: The Brooklyn Bridge, Determine Main Cable W Using Statics Given: w = 9 kip/ft h = 160’ 2L = 1600’
Example 1: The Brooklyn Bridge, Determine Main Cable W Using Statics Also Given: Main Cable Ultimate Strength Fu = 160 ksi Cable A = 600 in2 Given: w = 9 kip/ft h = 160’ 2L = 1600’
Example 1: The Brooklyn Bridge, Determine Main Cable W Using Statics Also Given: Main Cable Ultimate Strength Fu = 160 ksi Cable A = 600 in2 => Pn = (160)(600) = 96000 kips Given: w = 9 kip/ft h = 160’ 2L = 1600’