Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Draw the shear force and bending moment diagrams for the given beam. Use slope-deflection equations.
Problem 4. Determine the reactions and draw the shear and bending moment diagrams for the beams shown below using the slope-deflection method. 20 k 3 k/ft 1.5 k/ft E 29,000 ksi 1 1,650 in.4
Compute the reactions and draw
the shear and moment curves for the beam below using SLOPE
DEFLECTION method
1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
Compute the reactions and draw the shear and moment curves for
the beam below using slope-deflection method
2. Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 12 k 4 k/ft 8 ft---8 ft
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.
For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.
For the beam and loading shown, (a) draw the shear and
bending-moment diagrams, (b) determine the maximum absolute values
of the shear and bending moment.
Draw the shear and bending-moment diagrams for the beam and loading shown. Determine the maximum absolute value (a) of the shear, (b) of the bending moment.
For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment.