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Question 3. A uniform load of intensity 12 kN/m and a concentrated load of magnitude 2.4 kN are supported by a beam ABC with
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A с tica D000 m2 E Maroo) +12x16x 116 350 2.4 KN 12 kN/m Nь VatVb = 12x1.6+24 12x16+2:4 = 21.6. | V6 =.8.4 kN x Va= 13.2kN. vshar force diagram = 2.4 kN. @ Cosnalis) (Stadt SFB=2.4KN; Sfc = 2.4kN. (SFBD) x 2.4-8.42-6kN @ (1.652932) (SFO) = -6kN; (SF)ismas), 2-914478.4764-16) – 127(M–3.2)? 2 (attus (BM), - 5.76 kv.m; (BM)A zoknom) (BM) is JBM da 20 min. 6x (2x(2-3.2)) = -20

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