About the Bridge Arch 3D Lab simulation
The Bridge Arch Lab asks why some bridges are parabolic, and why not elliptical or circular. Over a 3D river with traffic crossing the deck, the same span and rise can be bridged by a parabola, a semi-ellipse, a hyperbola, a circular arc or a catenary; a sailing boat tests the headroom near the banks, and the NCERT arch problems (a parabolic arch 10 m high and 5 m wide, a semi-elliptical arch 8 m wide and 2 m high) are worked on a board with draggable probes.
Then the engineering. A parabolic arch under a load spread evenly along its deck is in pure compression, and arrows show it pushing on each bank with H = wL²/8h sideways and wL/2 down — drag the crown down and the push soars. Give the same load to the other shapes and the rib is coloured by its bending moment, M = H × (distance from the thrust line): grey for the parabola, red for the semi-ellipse. A lorry driving across kinks the thrust line into a polygon. A chain held in a hand hangs in a catenary, y = a cosh(x/a), and can be flipped into the ideal arch for its own weight; sliding the share of load between the arch's own weight and the deck moves the ideal shape between the catenary and the parabola. Last, a semicircular Roman arch of stone blocks stands only while a thrust line fits inside the stone — about 11 % of its radius thick — so Roman bridges work because they are thick, not because the semicircle is ideal.
Also covers: parabolic arch, parabolic arch bridge, why are bridges parabolic, arch bridge parabola, semi elliptical arch, arch in the form of a parabola, arch in the form of a semi ellipse, ncert arch problem, catenary, catenary vs parabola, hanging chain, cosh, funicular, thrust line, line of thrust, three hinged arch, horizontal thrust wl^2/8h, bending moment arch, suspension bridge cable parabola, gateway arch catenary, roman arch, semicircular arch, masonry arch, applications of parabola, real life application of conic sections.




