• Reinforcement Type and Area

    MarcosBeier
    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
    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…
    • 9 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • RM Bridge: Web & Flanges - Shear reinforcement

    MarcosBeier
    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
    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
    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
    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 8 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • View related content from anywhere
  • More
  • Cancel