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Web
Reinforcement Type and Area
MarcosBeier
Depending on the Reinforcement Type , the reinforcement area input and results are slightly different, as listed below: Bending : one value for the total reinforcement area; Longitudinal : one value for the total reinforcement area; Shear long…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
14. Composite Structures - Shear Studs
Ana Carla Peres
For Composite Structures one additional design task is the dimensioning of the Shear Studs. This can easily be achieved in RM Bridge by adding a series of longitudinal static spring elements in the girders to simulate this and extract the Normal forces…
8 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
RM Bridge: Web & Flanges - Shear reinforcement
MarcosBeier
The definition of the Web and Flange sections inside one Cross-section are done thru the Reference Set . For a Web definition the type Shear reinforcement for web shown the web direction (or median line) to be considered, so only one line (constituted…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
RC Pier Cap Auto Design
Dong Wang
Hi, Dear All, The model is about a hammer head design. To compare with two modelling options in RC Pier. I used both "Hammer Head" and "Multi Columns" pier configuration options to design it. I found something inconsistent for the cap auto design…
over 7 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Shear at Midspan: HL93 loading
Hamel Ellen
I'm doing a hand check of shear at midspan of a single span bridge (L = 142'). Loading is AASHTO LRFD HL93. Based on my calculations, the shear with impact should = 42 kips. However, Conspan reports 52.9 kips. Note that I manually input a distribution…
Answered
over 7 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
CONSPAN Shear and Moment Envelope E-80
Randall Spears
I am having an issue with CONSPAN calculating the shear and moment envelopes. I am designing a 75 ft beam using the AREMA Cooper E-80 Live load. The shear and moment envelopes that I get are not symmetrical. The live load shear row (highlighted),…
over 7 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
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