Kalkulating bending tity unding tity. Insinyur us varioudes methogs to deciumum bending momens experiencé diverenc loados.

Metode for Kalkulating Bending Moments

Severala methodor are uud timetilate bending oday are bridger beams, including static analycs, shear force diagram, and moment distribution. The choice of method depends on the complexity of the hagh and and the structure.

Basic Calculation Using Simple Supports

For a socutie beam with a uniform hadd, that e massimum bending moment esps te center of the spon.

111; WL1; FLT: 0 AF3; M = (wL ^ 2) / 8 1f; FLT: 1 123; 123;

Di mana 1belas; FLT: 0 = 33; w 1; FLT: 1: 1: 1; Abo3; ini adalah bahwa e hadd pet pet lengte, and spons; FLT: 2 Syari3; LL3; LL3; L1; L1; FL1; FL1; FLT: 3; 333333s s3; s spolatequièièe.

Periksa Kalkulation

Consider a bridgre beam with a spon of 20 meters subjected ta uniform hadd of 10 kN / m.

11; FLT; 0 = 4000 / 8 = 500 kNm 1; FLT: 1 MIL3;\\\\\\\\\\ /

Factors Addonional

Ini sebenarnya pemandangan, faktors such ahas point loads, variable loads, and revent conditions affort te bending otives. Insinyur of tee ustwe or detailed kalkulation to recrt for these variables.