need asap please Please answer completely.Box the final answers.Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=10 ft, b=6 ft andw = 9.5 kips/ft."Use the graphical method to determine the bending moment acting at each of the following locations:(a) x = 6.3 ft(b) x = 10 ft(c) x = 14.2 ftAnswers:When entering your answers, use the bending moment sign convention.(a) M =Wi(b) M =i(c) M = ixkip-ft.kip-ft.kip-ft.

Given:- a=10 ftb=6 ftw=9.5 kips/ft To find:- Shear force and bending moment diagram using graphical…

Answered: Use the graphical method to construct…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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PROBLEMThe beam shown below has internal hinges at points B and D. Assume EI is constant. Using your most convenient methodshow the following:a. Magnitude and directions of the support reactions (Ax,Ay, MA, Cy, Fy). b. The elastic curve.c. Vertical displacement at B. d. Rotation just to the left of B. e. Rotation just to the right of B.
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E= 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. b kN/m 'm B. c kN 3m A=3.2 B=15.5 C=28 10 kN/m
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. 34 kN 34 kN/m 10 kN/m |A B, 3 m 4.2 m
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. A. 4.2 m b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. B. 22 kN/m d. Maximum deflection on the beam in mm C. 9 kN c kN b kN/m BI "a" m "a" m
As shown in the figure below, a cantilever beam has a span of 6m long. And it is subjected to a concentrated load 6kN acting 4m from the support and a clockwise moment of 30kN.m at the free end. E = 200 GPa and I = 100,000,000 ??^4 . (Use area moment method) a) Determine the deflection at the free end due to concentrated load only. b) Determine the maximum deflection at the free end.
Compute the vertical displacement (downward) at Joint C of the given truss shown in Figure 2 using the method of virtual work. You can use Space Gass to compute the internal forces of the real and virtual systems without manual calculations. Assume the cross-sectional area and modulus of elasticity of each member are constant. F B H 3 kN + G 4 kN + D 3 kN + + 3 m
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Please i want solution to Item 4 (Sub question No- 4) Please answer question No 4 For the beam below: Draw the approximate deflected shape from the bending moment diagram. Develop the piecewise functions of θ(x) and v(x) using double integration. Assume EI is constant. Take x to be references from the farthest left point on the beam If w = 2 k/ft and L = 5 ft, locate the point of maximum deflection between supports A and B. Develop a variable based excel program that allows you to plot both the slope and displacement functions with x. In other words, your program should be able to take any value of w, L, E, I and x and automatically calculate deflection and slope. Print x-y scatter plots connected by smooth lines for both the deflection and slope using values of x ranging from 0 to 2L in increments of 0.5 ft. Plot the displacement in inches and slope in radians for the following cases using your program: i) w = 2 k/ft, L = 5 ft, E = 4,176,000 ksf, I = 0.073784 ft4 ii) w = 10 k/ft,…
Analyze the given semi-frame and Develop the required equation/solution for every given answer. 1. What is the shear at E? 2. What is the shear and moment at point C? 3. What is the shear and moment at point A? please provide a solution, thank u so much.Given: Shear and moment at left of C Vc= -4.5 kn Mc= -4.5 kn-m Shear and moment at right of C Vc= 37.5 knMc= -94.5 kn-m
Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 55 kN-m and 60 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 165 mm, b2 = 40 mm, b3 = 290 mm, d1 = 65 mm, d2 = 240 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
For the beam shown, (1) derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) (2) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Specify the values for key points on the diagrams. Let a=7.0 ft, b=8.7 ft, wa=13 kips/ft, and wb=7 kips/ft. Derive the equations and construct the shear-force and bending-moment diagrams on paper Answer the Following: A. What is the shear force (in kips rounded to the nearest whole number) at x = 6.0 ft? B.what is the bending moment (in kip-ft rounded to the nearest whole number) at x = 6.0 ft? C. what is the shear force (in kips rounded to the nearest whole number) at x = 9.0 ft? D. what is the bending moment (in kip-ft rounded to the nearest whole number) at x = 9.0 ft? E. what is the maximum bending moment? Express your answer in kip-ft rounded to three significant figures.
For the beam shown, (1) derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) (2) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Specify the values for key points on the diagrams. Let a=7.0 ft, b=8.7 ft, wa=13 kips/ft, and wb=7 kips/ft. What is the shear force and bending moment (in kips rounded to the nearest whole number) at x = 6.0 ft? What is the maximum bending moment? Express your answer in kip-ft rounded to three significant figures. Determine the bending stress at point H (positive if tensile and negative if compressive). Express your answer in MPa rounded to the nearest hundredths Determine the maximum bending stress (positive if tensile and negative if compressive) produced in the cross section. Express your answer in MPa rounded to the nearest tenths.

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Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a 10 ft, b=6 ft and w = 9.5 kips/ft.