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Structural Analysis · Problem type

Where to put live load on a continuous beam

Use this for “Three equal 5 m spans: where should 12 kN/m of live load go for the most moment at the middle of span 2?”

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w = 12 kN/mABDEMC released5 m5 m5 m0.875 mInfluence line for MCMC = w × area = 12 × 1.875 = 22.5 kN·m
Put a hinge at C and turn the two sides by one unit: the beam bends into the influence line for MC.
It is positive only over span 2, with 0.875 m at C, so load span 2 alone: MC = 22.5 kN·m.

Assumptions

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Three equal spans on a pin and rollers; EI is the same throughout.
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Müller-Breslau: release the quantity and bend the beam by one unit there; that shape is its influence line.
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Live load goes where the line has the sign you want; its effect is w times the area under it there.
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