



7.43 Assuming the upward reaction of the ground on beam AB to be uni- formly distributed...
Problem (1) Assuming the upward reaction of the ground on the beam to be uniformly distributed. (a) Draw shear moment diagram. (25 points) (b) Draw bending-moment diagram. (25 points) 10 kN 1 kN/m 45 45 Ground 5m 5m 10m 20 m 10 m 10 m
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the beam AB where the upward reaction of the ground on the beam is uniformly distributed. 6 kips 12 kips 6 kips Determine the maximum absolute values of the shear and bending moment. The maximum shear force is kips. The maximum bending moment is kip.ft.
Solve Fig. P7.33
7.33 and 7.34 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. 2 Mo PL Mo Fig. P7.33 Fig. P7.34
For the following beam problems please:
a) Calculate the reaction forces assuming static equilibrium
b) Derive the equations describing shear force and bending
moment along the beam
c) Draw the shear force and bending moment diagrams
Could you please solve this problem showing all the steps? Thank
you!!
4. For the following beam problems please: (10 Marks] a) Calculate the reaction forces assuming static equilibrium (1 mark per beam) b) Derive the equations describing shear force and bending moment along...
HW7 80 KN PROBLEM 7.40 30 IN 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. Fig. P7.40
32 For the beam and loading shown, (a) draW -moment diagrams, (b) bending moment. determine the maximum absolute 2 Fig. P7.32 beam and loading shown, (a) draw the shear and
10 For beam AB, (a) draw the shear and bending-moment diagrams, the location and magn absolute value of the bending moment. l kip/ft 1 kip 2 kips Sft 4ft s ft
C Fig. P7.297.29 through 7.32 For the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the maximum absolute value of the bending moment.
2. For the beam and loading shown in the following figure: (a) find all the reaction forces, (b) draw the shear and bending moment diagrams and (c) determine the maximum absolute value of the shear and the bending moment. 25 kN m 40 kN 401N 0.61 1.S 0.6 m
P=10 kN A cantilever beam is subiected to a concentrated force P, a uniformly distributed load w and a moment MI shown in the figure. Neglect the weight of the beam. (a) Draw the free body diagram for the beam showing all the 2 m reactions, replacing the support M.-2 kNm by the reaction forces/moments. (b) Use the equations of equilibrium to find the reaction forces/moments at R (c) Give the expression for the shear force, V- V(x), and the...