![]() There is only one variable load (that will have a ψ0 value of 1.0). A support settlement of 20mm applied just to the left hand supportĪ “Lack of fit” loading due to the top beam being 15mm short during erectionĬreate a ULS:STR combination for persistent situations of these loads using load factors of 1.5 for the wind load and 1.35 for all other loads.A horizontal wind load of 8kN/m acting as a UDL on the left hand columns.Dead Load of precast concrete floor panels resulting in a UDL on the beams of 30kN/m.Dead load of the steel members based upon a weight density of 78kN/m3.The portal frame model, created in example 6.2, is to be loaded with the following characteristic loads: Bending Moment, shear and Axial force diagrams.
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