For the frame system shown in the figure below, a) Calculate the support reactions. b) Calculate the shear force (V) and bending moment (M) functions using THE METHOD OF SECTIONS. c) Draw the diagrams of those shear force (V) and bending moment (M) functions. Notes: There is a pin support at point A. There is a roller support at point C. (AB-BC) P=8 4m B A w = P kN/m 2m رایی ایرانی کیتی کرد در برابر کر ان کو اسی کی در C

For the frame system shown in the figure below, a) Calculate the support reactions. b) Calculate the shear force (V) and bending moment (M) functions using THE METHOD OF SECTIONS. c) Draw the diagrams of those shear force (V) and bending moment (M) functions. Notes: There is a pin support at point A. There is a roller support at point C. (AB-BC) P=8 4m B A w = P kN/m 2m رایی ایرانی کیتی کرد در برابر کر ان کو اسی کی در C

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.21P: Find support reactions at A and D and then calculate the axial force N, shear force V, and bending...

See similar textbooks

Similar questions

At a full d raw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure. Determine the bending moment at the midpoint of the bow.
A foot bridge on a hiking trail is constructed using two timber logs each having a diameter d = 0.5 m (see figure a). The bridge is simply supported and has a length L = 4 m. The top of each log is trimmed to form the walking surface (see Fig, b)LA simplified model of the bridge is shown in Fig. g. Each log must carry its own weight w = 1.2 kN/m and the weight (P = 850 N) of a person at mid-span, (see Fig. b). Determine the maximum tensile and compressive stresses in the beam (Fig, b) due to bending. If load h is unchanged, find the maximum permissible value of load ... if the allowable normal stress in tension and compression is 2.5 M Pa.
A seesaw weighing 3 lb/ft of length is occupied by two children, each weighing 90 lb (see figure). The center of gravity of each child is 8 ft from the fulcrum. The board is 19 ft long, 8 in. wide, and 1.5 in. thick. What is the maximum bending stress in the board?
Frame ABC has a moment release just left of joint B. Find axial force N, shear force V, and moment M at the top of column AB. Write variables N, V, and M in terms of variables P and L.
A simply supported beam ABC is loaded at the end of a bracket BDE (see figure). Draw axial-force, shear-force, and bending-moment diagrams for ABC.
Beam ABC is supported by a tie rod CD as shown. Two configurations are possible: pin support at A and downward triangular load on AB or pin at B and upward load on AB. Which has the larger maximum moment? First, find all support reactions; then plot axial force (N), shear (V), and moment (M) diagrams for ABC only and label all critical N, V, and M values. Label the distance to points where any critical ordinates are zero.
A plane frame (see figure) consists of column AB and beam BC that carries a triangular distributed load (see figure part a). Support A is fixed, and there is a roller support at C. Beam BC has a shear release just right of joint B. Find the support reactions at A and C then plot axial-force (N), shear-force (V), and bending-moment (M) diagrams for both members. Label all critical N,K and M values and also the distance to points where any critical ordinates are zero. Repeat part (a) if a parabolic lateral load acting to the right is now added on column AB (figure part b).
Repeat Problem 10.4-41 for the loading shown in the figure.
Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.
A freight-car axle AS is loaded approximately as shown in the figure, with the forces P representing the car loads (transmitted to the axle through the axle boxes) and the forces R representing the rail loads (transmitted to the axle through the wheels). The diameter of the axle is d = 82 mm, the distance between centers of the rails is Z., and the distance between the forces P and R is A = 220 mm. Calculate the maximum bending stress vmaxin the axle if P = 50 kN.
Solve the preceding problem using the following data: beam cross section is 100 x 150 mm, length is 3 m, and point load is P = 5 kN at mid-span, Point C is located 25 mm below the top of the beam and 0.5 m to the right of support A.
Beams ABC and CD are supported at A,C, and D and are joined by a hinge (or moment release) just to the left of C. The support at A is a sliding support (hence reaction A = 0 for the loading shown below). Find all support reactions; then plot shear (F) and moment (M) diagrams. Label all critical Fand M values and also the distance to points where either F and/or M are zero.