Question

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Answer 1

SHEAR FORCE AT POINT C =19.5KN

BENDING MOMENT AT POINT C = 14.3 KN-M

SHEAR FORCE AT POINT D = 19.9 KN

BENDING MOMENT AT POINT E = 25.8 KN-M

20 kn-m F B 1.50 P= 7 KN : 13 kN/m men AT K 3m Let vertical reaction at A & B are .VA & VB- Efyzo -VA Evo 74 13x3 46 KN 2n im 2m EMB Bego -0 Rx5 + 20 – 7x2 +13 X3 X 15 A RA -12.9 KN 58.9 KN a Shear force at point c Let cut a section x-x in BF Sign convention Ex 13.x X=0 0 ff fe 1H Hi x=1.5 13x1.5 19.5kN o moment at point c Bending Mx 13.x.x 2 Alge 672- 13 x 15 x 15 - 14.625 11 - 14-3 kN-m without sign_(14.3 kN-m) CS Scanned with CamScanner

Shear force at point D (just right of e force) Ex RA-Z 12.9-7 - 19.9 KN without sign 2 19.9 KN Bending moment at point E. tjust left of 20 kN-m) Rix Mx 2 -12.9.x - 12.9x2 - 25.8 KN-m Without sign 25-8. KN-m 19.5 KN 14-3 KN-m @ 6 © sf at polnt C B. M. at point C SF at point D B.M at point E 19.9 KN 25.8 knom Rate please cs scanned with Gam Seanner