Question

Determine the axial forces, shears, and bending moments at points A and B of the structure shown. Draw the V & M Diagram Completely

7 10k А B 459 Lont 50 k-ft 6 ft -6 ft -6ft -6 ft

Answer 1

10 KS in 45 TOK Me=119.68 Kft her momento А. 45 e >10kCos 45 50k-ft He pole 647 27.07K oft Oft 6ft Ve=1.07. He lokcos 45 7.07K. Ve = loksin45 7.07K For Moment at c 7.07.X24 -50 # Mc = 0. Me= -119.68 byk-ft. Shear forces (From Right to left). At D = - 7.07K At CO. D (- ) 1-01K..

Moment Bending Bm at Dzo At B2 7.07* 6 - 42.42K-ft. At E - 7.07x12 - 50 - 34.84 Kft At A - 7.07x18 - 50 =77.26 Kft 7.07x24 -50-119.68 k-ft 119.68K-H At e 42.42 Kft 77.26 Kft (t) BMD 34.84k-off с A E Axial forces A А. A B B с 7.07K 7.07 7.07k 1.07K 7.0765 7.016 It's 7.07 Cos45 (Tensile).