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I cant find the formula for bending moment calculation of continuous tapered beam. the cross section is I (H) form, where web is 179.5 cm flange is 67 cm, web thickness is 1.5 cm and flange thickness is 2.5 cm. And this beam changes its height to 89.7 cm all other dimensions is the same. Beam is 60 m long and has two spans and three supports at 0, 30 and 60 meters. The load is distributed which intensity is 89.329 kN/m. The beam mass is not taken in to acuont. I have designet and tested this beam with two programs and the bending moment is the same. Examples is atached

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# Bending moment of countinuous tapered beam

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