Bentley Communities
Site
Search
User
Site
Search
User
Product Communities
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Sign In
All tags
CONSPAN
TENSION STRESS
beam
Bridge
Bridge Design
bridge modeler
Bridges
debonding
detensioning
girder
LEAP
LEAP Bridge
LEAP CONSPAN
PRESTRESS LOSS
Detensioning Failure
Stephen Fussnecker
I have a single span bridge using I-girders that I need close to the max amount of strands in. These are all straight strands, and I've had to debond to 4 different lengths from the end. The longest debond is 25' of my ~90' girder. When I look at the…
Answered
over 8 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Positive Envelope Stresses Calc
Dong Wang
Hi, Dear Friends, I have a question regarding stress calc in CONSPAN. First, please see the following pic. I am trying to verify the calc results with a spreadsheet. Please see following pic. I was able to get the stress results due to DL…
over 8 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
View related content throughout LARS | LEAP | OpenBridge | OpenTunnel | RM
More
Cancel