दोनों सिरों पर सरल रूप से समर्थित (simply supported) 10 मीटर लंबी एक बीम के मध्य में 1000 N का बिंदु भार (point load) लगा है। भार के ठीक नीचे बंकन आघूर्ण (bending moment) कितना होगा?

A column is subjected to Euler's crippling load Ph of flexural rigidity EI having both ends of the column hinged. If the same length of column is fixed at one end and free at the other end, and subjected to Euler's crippling load Pf with flexural rigidity 4EI, what is the relation between the two critical loads Ph and Pf?

A fixed beam of span 4 m carries a central point load of 40 kN. Calculate the magnitude of the fixed end moments.