Question

fost 7 8 Ha 1 Hotell 1 royal rdalsi nel days prpordap aur uspres po naueschut ho quod resor panoru paru mus.fo suon curusanu -44 719101 rasbajo quswore pares wys out more (LEEEE): 10

Answer 1

Solution:

10 kips 15 kips 170K.H 10 K.FL is kits 8H B 8 Ft с 8 ft А

Total moment @ A is Zero.

ΜΑ = 0

-10 + 12 * 8 + 15 * 16 - V0 * 24 + 170 = 0

-10 + 96 + 240 – VD * 24 + 170 = 0

Vp * 24 = 496

$V_A=20+15-V_D$

$V_A=20+15-20.67$

$V_A=6.33kips$

Shear Force Diagram:

+ 6.33 B D A 5.67 -20.67

Bending Moment Diagram:

h0.64 A + 3 C A-H 10KA h.ZRA 나 J -1.S79 세 = IS.167S H 170KA

e and f are the points of contraflexures:

$M_e=0$

$V_A*x-10=0$

$6.33*x-10=0$

$M_f=0$

$V_A*y-10-12*(y-8)=0$

$6.33*y-10-12*(y-8)=0$

$6.33*y-10-12*y+96=0$

$5.67y=86$

Deflected shape of the beam: