• LEAP Superstructure - Nominal Capacity used to Calculate Shear Rating Factors

    Sathvika Meenakshisundaram
    Sathvika Meenakshisundaram
    Hello, I am not matching LEAP's operating rating factors for shear (screenshots below) - 0.99 (HL93 Inventory), 1.46 (HL93 Operating), and 0.78 (FL120). I am using the appropriate live load factor for each case. The difference seems to be in the Shear…
    • Answered
    • 5 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • Output for LEAP Concrete Spliced Girder in Consplice

    Dustin Tuttle
    Dustin Tuttle
    When I am viewing the output for the Moment Capacity Check, if I have also checked the box for Shear Capacity Check, the calculation of the Phi*Mn-Pos will come up with a value "-1.#J", resulting in Cap/Mu and Phi*Mn/min(Mcr,1.33*Mu) values of "1.#R"…
    • over 6 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
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