Draw the normal, shear and moment diagrams for the following problems 10 kN 10 kN 10...
Draw the shear and bending moment diagrams 10 kN 8 kN 15 kN m 3 m
Draw the shear and moment diagrams, and provide shear/moment equations for the beam with following parameters: P1 = 30 kN; P2 = 50 kN; a = 1 m; b = 3 m; c = 2 m
For the beams of problems 6.2-6.16, draw the shear force and bending moment diagrams and find the maximum shear force, maximum bending moment and point(s) of contraflexure (PCF). 7 kN 6 kN/m 4 kN/m B 2 m e C D E 24 kN 1,5m 7590.0.751 Figure 6.41
Example Draw complete shear and moment diagrams for the beam shown in Fig y 36 kN 18 kN/m kN*m AB A 2m 4 m 2 m 4 m Example Draw complete shear and moment diagrams for the beam shown in Fig y 36 kN 18 kN/m kN*m AB A 2m 4 m 2 m 4 m
Draw shear force and bending moment diagrams for the following, giving all principal values. 50 KN 40 KN 20 AN 30 AN 50 kNm 2m 2m 20 N 20KN kNm 4 m 10 KN 2 m 3 m
second drawing please Draw the shear and moment diagrams for the following beams. 20 kN 40 kN/m 150 kN m 3 m 8 kN 8 KN 15 kN/m 20 kN m 0.75 m-1 0.25 m
2 kN Draw the shear-force and bending-moment diagrams for the beam loaded by the 2-kN force and the 1.6 kN-m couple. State the value of the bending moment at point B. HW22-2 1.6 kN.m 0.5m 0.5 m 0.5 m
Draw the shear and moment diagrams. 4 kN/m А E B ip 2 m 3 m 1 m 2 m 15 kN 10 kN
Draw the shear and moment diagrams for the cantilever beam in Fig. 6-15a. 2 kN 1.5 kN/m 2 m 2 m
Draw the shear and moment diagrams. 2.1 kN/m A C B - 5 m - 2 m