CE 5351 Lecture Notes - Lecture 1: Horse Length
Document Summary
Chap pter 9: defle ection of be eams and fr ames. Deflection comes from m bending o only (not she ear) this i is true for lo ong beam. Obtain defl lections for any point o on a beam b y a simple o operation. Rely only o on the princ iples of stat tics; integra ation is need ded. Canno ot be applied d to trusses, Consi diagram der a typica: is plotted al loaded be d in figure ( eam shown (a). in figure (a a). The mom ment diagra am (as well as m/ei. Recall l: the curva ature at any. Since th he rotation ( (or slope) is s very small iven by e beam is g point of the(cid:1856)(cid:1856) (cid:1856)(cid:2870)(cid:1877)(cid:1856)(cid:1876)(cid:2870)(cid:3404) (cid:1856) (cid:1856)(cid:2870)(cid:1877)(cid:1856)(cid:1876)(cid:2870)(cid:3404)(cid:3398) (cid:1839)(cid:1831) (cid:1839)(cid:1831)(cid:1835) l (cid:1856)(cid:1856)(cid:1876)(cid:3436)(cid:1856)(cid:1877)(cid:1856)(cid:1876)(cid:3440)(cid:3404) (cid:1856)(cid:2016)(cid:1856)(cid:1876)(cid:3404) (cid:3398)(cid:1839)(cid:1831) (cid:1839)(cid:1835) Double inte egration me ethod m under a dis bending mo stributed loa oment at any.
