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  2. Wrightsoft - Wikipedia

    en.wikipedia.org/wiki/Wrightsoft

    As the original technical software partner of ACCA, [3] Wrightsoft Corp became the first HVAC software company to create a computerized version of their Manual J, Manual D, and Manual N calculation methods. The Air Conditioning Contractors of America and Wrightsoft released the very first Manual J Load calculation software (Right-J) in February ...

  3. Cooling load temperature difference calculation method

    en.wikipedia.org/wiki/Cooling_load_temperature...

    The first of the cooling load factors used in this method is the CLTD, or the Cooling Load Temperature Difference. This factor is used to represent the temperature difference between indoor and outdoor air with the inclusion of the heating effects of solar radiation. [1] [5] The second factor is the CLF, or the cooling load factor.

  4. Limit state design - Wikipedia

    en.wikipedia.org/wiki/Limit_state_design

    Limit State Design (LSD), also known as Load And Resistance Factor Design (LRFD), refers to a design method used in structural engineering. A limit state is a condition of a structure beyond which it no longer fulfills the relevant design criteria. [ 1 ]

  5. Euler's critical load - Wikipedia

    en.wikipedia.org/wiki/Euler's_critical_load

    The critical load is the greatest load that will not cause lateral deflection (buckling). For loads greater than the critical load, the column will deflect laterally. The critical load puts the column in a state of unstable equilibrium. A load beyond the critical load causes the column to fail by buckling. As the load is increased beyond the ...

  6. Steel design - Wikipedia

    en.wikipedia.org/wiki/Steel_design

    F = load due to fluids with well-defined pressures and maximum heights, F a = flood load, H = load due to lateral earth pressure, ground water pressure, or pressure of bulk materials, L = live load due to occupancy, L r = roof live load, S = snow load, R = nominal load due to initial rainwater or ice, exclusive of the ponding contribution,

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