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the effect of cable sag
Dang Nguyen Khoa
Hi all. How does RM Bridge consider the effect of cable sag? Best regards.
1 month ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
allowable displacement of towers under live load
Dang Nguyen Khoa
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.
1 month ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
allowable deflection of a suspension bridge
Dang Nguyen Khoa
Hi all. Can you tell me what the allowable deflection of a suspension bridge is? And what standard is this deflection limit based on? best regards.
2 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Steel composite bridge
Dang Nguyen Khoa
Hi all. I hava some question about steel composite brige as follows: 1. To calculator stress point of section, Rm Bridge automatic use short-term section for live load and load case type Non-permanent and use long-term section for load case type Permanent…
2 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Use No tens and ReloadSup functions in RM Bridge
Dang Nguyen Khoa
Hi all. in steel girder bridges combined with concrete decks (continuous span girder bridges). If the concrete deck is not in tension and the combination of internal forces according to the Service limit state is service.sup, then use the ReloadSup function…
2 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
LEAP Bridge Steel crashes when I "Run Design Check"
Caleb Aspinwall
I am designing a pedestrian bridge, so I deleted the Live Loads and added a pedestrian load that is applied to a sidewalk that covers the deck. The analysis runs for both line girder and grillage, but when I try to run the design check everything goes…
over 2 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
allowed deflection of the bridge under the effect of live load
Dang Nguyen Khoa
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…
over 2 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Reinf crack for prestressed concrete
Dang Nguyen Khoa
Hi all. I have a question about Reinf crack for prestressed concrete as follows: If you calculator stress bot of section beam in MinMz_Service exceeding allowable stress tension limit is 0,5 x sqrt(f'c), you can calculator reinf area to control crack…
over 2 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Steel composite bridge
Dang Nguyen Khoa
Hi all. I hava some question about steel composite brige as follows: 1. To calculator stress point of section, Rm Bridge automatic use short-term section for live load and load case type Non-permanent and use long-term section for load case type Permanent…
over 2 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Design of Hanger Reinforcement of Muli-Column Inverted Tee bent
Mustafa Al-shammary
Recently, I have started working on Leap Bridge Concrete V 17.01.01.11 , and we start questioning whether the hanger reinforcement check has been considered or not on this version, AASHTO 5.13.2.5.5. I couldn't see anywhere checking the combination of…
over 5 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
RM Bridge - Stress calculation for asymmetric sections
Luca Marinini
Our firm noticed, during the design of a hollow box bridge with inclined top slab (curved bridge with 7% transversal slope), that elastic stress calculation performed by RM bridge is not correct. In fact, even if it's possible to model generic cross sections…
over 5 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
RE: Sample Tutorial for RM Bridge Concrete Design Code Check?
MarcosBeier
Hi, Usually you can find RM Bridge Concrete Design Code Check only at the Part2 documents. Check the image below for your reference. Sample tutorials are at File\Examples\TrainingExamples. If you select Training Example 02b. Prestressing AASHTO and…
over 6 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Which software platform is comparable to CSIBridge if not better?
GerardGeo
LEAP or RMBridge or STAAD pro.
Answered
over 7 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
RC-PIER Live Load Auto-generation verification
Ryan Fehr
Does anyone have calculation verification for the live load auto-generation function in RC-PIER? Or has anyone else had problems verifying the LL output from RC-PIER?
Answered
over 7 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
CONSPAN Tension Stress Limit Code Check
Dong Wang
Hi, Dear Friends, I was checking a CONSPAN model and I found one of the stress limits was not checked by CONSPAN. Is this a bug or actually I understood the code wrongly? See the attached pic, the "-0.501" is over the limit "-0.276" but it is not red…
Answered
over 8 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
02. Design vs Design Check in AutoPIPE Vessel?
JamieP
Applies To Product(s): AutoPIPE Vessel Version(s): V8i Area: Report Original Author: Bentley Technical Support Group Date Logged & Current Version June. 2015 33.02.02.04 Problem:…
over 3 years ago
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