allowable displacement of towers under live load
Hi all.
In the design of a cable-stayed bridge, what is the allowable displacement of the A and H shaped towers under live load? Best regards.
upward deflection of the continuous bridge structure
Hi all.
In continuous beam structures, the allowable downward deflection of the bridge under HL93 load is L/800.
So may I ask what is the upward deflection of the continuous bridge structure under HL93 load?
best regards.
"RateF" improved for Imperial Units
In OBD CE 2021 Release 2 and RM Bridge v11.13 was improved “ RateF” schedule action for Imperial Units. “RateF”, evaluates the load rating factor for the bridge structure according to AASHTO code. This action is currently only applicable for steel and…
RM Bridge Codes & Standards
RM Bridge has many features from the specific national codes and standards inside its implementation that allows for the creation of:
Materials
Loads
Load Trains
Traffic Loads superposition with specific rules depending on the number of Lanes…
allowed deflection of the bridge under the effect of live load
Hi all.
Nice to meet you.
I have a model steel composite cable-stayed bridge with 6 span continuos by Rm Bridge V8, 2 side span have 150m, 4 main span is 300m. I don't known about allowed deflection of the bridge. I use AASHTO LRFD standard. If you…