Recent content by Daumantas

Thanks for your replay, I have one idea to simplify this beam to one span where one support is fixed in movement and rotation and other support is free to move in x direction and rotate. But i don't understand how to involve this tapper affect? Because when i am changing the bigger's cross...

Hello, I can't 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...