Question

For the bream shown below, please find the following: a. Your specific loading and dimension b. Support reactions c. Internal shear and bending moment values to the left and to the right of C d. Shear and bending moment diagrams 8 15 kn PKN UDL. KN/M = = А BA С 2 m 2 m 4 m 4 m P1 P2 UDL1 First Letter of Your Name First Letter of Your Last Name Second Letter of Your Last Name A-G 10 KN | A-G 20 KN KAG 8 KN/m H-M 8 KN H-M 15 KN H-M 10 KN/m N-R 15 KN KNR 15 KN N-R 15 KN/m S-Z 20 KN S-Z 8 KN S-Z 10 KN/m

Answer 1

P2 = 15 < P,=8KN P =8 KN 8 kN/m - P = 15KN Чw Bx 4m 2m Brod 2m A 08. VOL=8 kilm Reactions (17-15) &fn=0; [Ba=0 8 KN 18Kalm um um Ź Mooi zu 2m ZKIH FBD -P,X12-886x2+byx 8 =0 - 8x12 - 33 6+Byx80 By: 5 = SHKN (1) 25-8, By +Oy-8-15-88650 by = 71-54 (Ay = 17 KN (1) SED SED V=- 8 KN Noy MG V2 = -8-8x2=-24 KN V3 =-24+S4=30KN MI V6-30-8x4 = -2 KN ume paraboléc 7 parabolt More B MD M,

Zero swear force location in BC 1 V3! 2 VyL 4-X 4-X X-3.75 m from Bi BMD (Area of SFD) Mizo M₂ = 0+1, x2 = -8x2 - 16kNm M3 = -16 + V + V2 x 2 = -26+ (-8-24) x2 = -48 kNm My=-48+ V3 x x = -48+ 30 x 3.75 8.25 kNm M5= 8.25 + Vyx (4-1) = 68.25- 2 x (4-3.75 - 8kNim M6= 8+ V4 x 4 = 8-2x4²0 At secton 'C' Just left of 'c! Internal Shear Vel= / VEL=-2 KN Intemal moment, McL = Ms McL = 8K Nm out mykt of 'c Intemal Shreat, VcR = V VcR =-2/ KN Internal moment, Velep Ma R = Mr McR = 8 kNm