Find Moment, Shear, reactions Rs 45 KN (30) (3) = 450 HD -15): 1,3)=0 Dy =...
Draw the shear and bending moment diagrams for the beams
shown
3 KN 3 KN 450 N.m D 300 300 200 200 Dimensions in mm
4. Draw shear force & bending moment diagrams for the shown beams 30 kN 20 kN IO kN m DY E 15 kN 1 kip/ft 27 kip.ft 4.5 ft
determine reactions and the shear and moment distrubtions, &
diagrams
Problem 4.13 20 kN 30 kN/m 30 kN D15KN B E 4 m A 2 m 6 m 2 m
Problem 4.13 20 kN 30 kN/m 30 kN D15KN B E 4 m A 2 m 6 m 2 m
Find the Support Reactions and draw the Shear and Moment diagrams.
RVM 2 (30 pts) w=1.2 kN/m and p-10 kN. L1 = 6 m and L2-3m. さ -D
Draw the shear and bending moment diagrams
10 kN 8 kN 15 kN m 3 m
determine the support of the reactions for the loading shown.
Construct the shear and moment diagrams. find the locations at
which diagrams intersect the the x-axis if they do.
Problem 2 15 kN 4 kN/m 6m6m 1 kN/m
Problem 2 15 kN 4 kN/m 6m6m 1 kN/m
For the beam shown in Fig.3, q1= 10kN/m, Mo=15kN.m. a) Find all
support reactions. b) Find the expressions for the shear force V
and bending moment M. c) Draw the shear-force and bending-moment
diagrams. Note that Mo acts at C, and dV/dx = -q, dM/dx = V
Calculate (a) the maximum shear stress in each segment; (b) the angles of twist (in d at the mid-span of the larger segment. Given: r-Trllp Ti 91 T: Fig. 2 Fig. 3 q,-10...
For the beam shown in Fig.3, q1= 10kN/m, Mo=15kN.m. a) Find all
support reactions. b) Find the expressions for the shear force V
and bending moment M. c) Draw the shear-force and bending-moment
diagrams. Note that Mo acts at C, and dV/dx = -q, dM/dx = V
Calculate (a) the maximum shear stress in each segment; (b) the angles of twist (in d at the mid-span of the larger segment. Given: r-Trllp Ti 91 T: Fig. 2 Fig. 3 q,-10...
draw the shear and moment diagram for the beam
30 kN/m [100 kN B A 4= -30mm 9 m 3 m 3 m
Find the axial, shear and moment diagrams.A, C and D are pin and
B is fixed. Show reactions calculation. Thanks
20 kN + + 20 KN + 1.5m- |--1.5m B I 30 kN 2m I CI 15 kN/m 4 m