Question

Answer 1

eninen ( (4) q 오 P Р С C A B Bokona Ay By Laam P= Boko q= lokalm olm calculation of support reaction Ay, By Efyrs 24 22 x 2 x 2 - Ayr By + P=0

9 2 x for Ay - By 43050 Ast - исто ( Ayx By -75 ko (Ф O Taking momente abouk , Porner A Emaza + LX 2 + 1 - Byx La Px 32 dBoro 2 - 1 31 14 9, 993 +2+345 Тос 2 By 2 2. + ЧоЅ + Цэ 1) 9 9 1-а - To-60 to 1

Aya 75-By = 75-70.83 Ay 12 U. 17 kon 1 calculation of Shear force (W) « SFA- Ay SPA = 4.17 kn SFB- Ay-x L x 2 4.17-9410 sto 12 -40.83 kn Sfata Just right of B - Ayrt at lot By sfoto 4. na ust7083

spota 3oko Sfca 3oka D calculation of bending Momene BmAro BMB = -P+ 2 + 3o -6049 +30) . BMB 1) - 165 kom for maximum bending moment 3 2/ where Shear force Sffro x q 오 父 a X 91 q LI 노 2q2 L

SEA- C Ay I x x xq' - U12 ㅗ X X X 2 qx L SFX E 4,17 - lo a 2 g S640 4.17-10x220 2 4.12t9 lo 2 gea 3.153 a algsam Maximum bending moment BMmaar Ayxa taxa't a -

Bommaxa Unit 1.937 --xxRax ta 3 L 4.17 &1997 lo g x 1.937? 3 Bm 1) 5.39 Kom Man Shear force diagram (W) V (ko) Boka Bokn 4.17ko 3 + B parabolic (2) 40.83 kn SED

bending moment diagram (BMD) 5.39 km + 1.937m Cubic per 3 carne) 165 kum Bomo