TERAKONSTRUKTSIOONID
M b=M k , max=0.105q kl 2=0.1051.357.12=7.15 kNm
U max = U 2y +U 2z
5ql 4 1M Bl 2
U max = -
384EI 16EI
2
5qsin l 4 1M Bsin l
U y= -
384EI Z 16EI Z
2
5qcos l 4 1M Bcos l
U z= -
384EI y 16EI y
51.35sin 1271004 7.15sin 1271002106
U y= - =19.23 mm
3842.110 511410 4 162.1105114104
51.35cos 1271004 7.15cos 1271002106
U z= - =7.64 mm
3842.1105135 010 4 162.1105135 0104
17
7100
U max = 19.23 + 7.64 =20.69 mm<
2 2
=35.50 mm OK !
200
3.3. Peatala arvutused
3.3.1. Peatala valimine
annaabi.ee 
