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AASHTO
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LEAP Bridge
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v8i
Structure Loss methods supported by each solver
Jesse Dringoli
Product(s): CivilStorm, SewerCAD, SewerGEMS, StormCAD Version(s): CONNECT Edition, V8i Area: Layout and Data Input Overview OpenFlows Storm and Sewer products have been supporting several Structure Loss methods for node elements…
3 months ago
OpenFlows | Water Infrastructure
OpenFlows | Water Infrastructure Wiki
LEAP Bridge Substructure/RC-Pier LFD Live Loads in the Negative Moment Region
Rob Whiteside
I am using the LEAP Bridge Substructure module to design a pier for a continuous 4 span structure using HS20 LFD loads. In the AASHTO Standard Specifications, it gives you a few options for the loading. One is that you can use a lane load with one concentrated…
Answered
over 6 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Anybody have troubles with Staad Pro designing Bridge?
Roberto David Perez Leon
I have some troubles with movings loads, i recently downloaded LEAP, i kind a new with LEAP I prefer STAAD Pro to my analysis, anybody could with me a hand?
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD.Pro Running Live Load on a Plate error
Arodzon
Slab Design 2 Deck Analysis 2.std Good Morning, I am designing grade beams (in the transverse direction) with a plate on top (acting as the deck). I have generated moving loads to go across the beams. When I look at the output files, the bending moments…
Answered
over 8 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD.Pro V8i Concrete Slab & Grade Beam Design
Arodzon
I am currently designing a deck slab, supported on grade beams (pile caps), on piles. I have created my beams, set the properties, and put a plate on top to act as the deck. My supports are the locations of the piles. I am having trouble obtaining the…
over 8 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Out-of-plane reactions distributed to pier columns for AASHTO LRFD with California option in Substructure
Dilip Matange [Bentley]
A feature has been added in RC-PIER per the request from Caltrans. This feature is about how the out-of-plane reactions to external loads from superstructure are distributed to pier columns in an integral pier. For those loads which have both vertical…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Wind Load Auto Generation
Mark Philipps
I have created a Leap Bridge Enterprise file consisting of a 3 span precast girder Conspan Model, and single column bents with bent caps created in RC-Pier. I'm trying to generate WS loads from the Auto Generate feature. I assume the Wind Pressure for…
Answered
over 9 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
RE: Solid Wall Pier
Marijoy Tibay
Hi, I'm also trying to model a solid wall pier using LEAP RC-Pier V12.01.00.57. This version has the 'Wall Pier' option, however the generated wall design is coming up with rather impractical reinforcement layouts (#18 @ 12") oriented parallel to the…
over 9 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Auto-generation of wind load on structure (WS) per FDOT Structures Design Guidelines (SDG) 2013
Xin
One of the new features added to the latest RC-PIER is the comprehensive auto-generation of WS loads and load combinations per the FDOT SDG 2013: An option for WS load auto-generation is now offered under the “Loads” tab. FDOT strength and service…
over 9 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
LEAP Bridge Infographic
Sri
over 12 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Blog
Re: COnbox: Side-by-side option
Sri
The side-by-side option in CONBOX allows you to apply the provisions of LRFD Art. 4.6.2.2.5 Special Loads with Other Traffic. SBS: Side-by-Side live load responses use the following equations: · LLRsp = LLRsp(PermitLL) * DF1/Z + LLRsp(DesignLL…
over 13 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Walls in RC Pier
natkins@mwaeng
I am designing a two stage pier wall. There is no option for just a wall in RC pier. Is there a way to trick the program, I have tried a couple of different options but none have worked. The top wall is tapered in both directions and the bottom wall does…
over 12 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Cannot specify Lane Loads in RC-Pier
DPE
When manually inputting live loads into RC-Pier, how do you specify a lane load. According to the help.... "For manually input live loads in AASHTO LRFD, this screen behaves slightly different. When a live load case is added in LRFD mode and edited, the…
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over 10 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Re: Beava
Jason Coleman
Eduardo, Based on the brief information provided, you seem to have selected the correct load cases with the corresponding steel design codes. But jsut to clarify, the "AASHTO Standard Specification for Highway Bridges" contains both ASD (allowable…
over 13 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
LEAP CONSPAN / Precast/Prestressed Girder
MarcosBeier
Document Information Document Type: FAQ Product(s): LEAP CONSPAN Version(s): All Original Author: Bentley Bridge Technical Support Group TECH NOTES & FAQ RELATED TO LEAP CONSPAN See Also Product TechNotes and FAQs External Links…
7 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Lever Rule For Computation Of Live Load Distribution Factors In CONSPAN [TN]
Alex O [Bentley]
Document Information Document Type: TechNote Product(s): LEAP CONSPAN/ Precast/Prestressed Girder Version(s): All Original Author: Bentley Technical Support Group EXAMPLE 1: COMPUTATION OF LEVER RULE FOR EXTERIOR BEAM The distribution…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
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