s1d2asasa2sas223112323112323132as1das2d165qw4dasdasdas5das4d5a6sd4as56d4as65das4d56as4das56d4as65d4sa56ds4ad56sa4d65as4das65d4sa65d4asd56as4d65as4d65asd

SHEAR AND MOMENT EQUATION OF THE FOLLOWINGFIGURES.

20 KN 6000 lb 4000 lb 2000 lb 40 kNm by D B с D 4 с . 12 m * m |--4f4-4f-4f- 2 m 20 KN FIG. P4.24 FIG. P4.25 60KN 40 KN 50 KN D 600 lb 800 lb 1500 lb 400 16 671 4 B C D E B с |-15 m-l-1.5 m- +1.5 m+2m- -5A 5A 5A 58 FIG. P4.26 FIG. P4.27 2000 lb 2000 lb 250 lb/At 250 lb/A B A D B 16 ft -8A 8 ft 16 ft 8 ft FIG. P4.28 FIG. P4.29 900 lb 10 kN/m 120 lb/ft 25 kN.m E A C B Im Im 8 ft 2 m 3 m FIG. P4.31 FIG. P4.30 16 EN 4&Nm 100 lb 120 lb/ 120 lb/ft 20 EN 2 kN/m B c B А D D 2ft2ft2ft Y 8 m 8 m FIG. P4.32 FIG. P4.33