solve the problem in the picture, please 5. Solve the following beam problemdetermine shear (V) and moment (M) diagrams,identify the maximum moment Mmax (largest absolute value),. verify the value Mmax by cutting the beam at that section, showing unknown internal forces, and solving forequilibriumdraw the bending stresses caused by Mmax on the cross-section of the beam. lokip2 Kip/ftA5'5 ft-kipGEF5'3'4'3'3'+CROSS SECTION

Answered: 5. Solve the following beam problem…

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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Calculate the support reactions and draw the shear and moment diagram for each beam shown below using slope-deflection method of analysis.....
(a) Figure Q2 shows a frame with tie rod at joint B and C. The beam carries a concentratedload 300kN at span BC. Analysis and sketch the shear force and bending-momentdiagram for the entire frame.
Calculate the support reactions and draw the shear and moment diagram for each beam shown below using slope-deflection method of analysis. Show Solution
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 4.4 ft, b = 3.5 ft, P = 30 kips, and w = 1.2 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 4.8 ft, b = 3.5 ft, P = 30 kips, and w = 2.1 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.
Use Moment Area Method to determine the three support reactions
determine the reactions and draw the shear bending moment diagrams for the beams using slope deflection method
For the beam shown in figure below, draw the shear and moment diagrams: 1- Due to applied loads (without support settlement). 2- Due to support settlement of 60 mm downward at support B (without loads). Take the stiffness El as 12000 kN.m?. 50 kN SKN/m
Problem 02: Draw the shear and bending-moment diagrams for the beam and loading shown, and determine maximum absolute value of the shear, (b) of the bending moment.
Compute for the Beam Reactions and draw the Shear and Moment Diagram of the beam using Moment Distribution Method (MDM) Only. Assume EI = 20000 kNm^2 to compute for FEM Find the relative stiffness
a) Using the slope deflection method calculate the support moment for the beam and framenshown in Figures 1 and 2 respectivelyb) For the beam calculate the support reactions; derive the expressions for the shear force and bending moment, and then plot to scale the shear force and bending moment diagrams.c) For the frame calculate the horizontal and vertical forces at the external supports, as well as the propping force. Derive the expressions for the shear force and bending moment, and thenplot to scale the shear force and bending moment diagrams.
The 12‐metre span beam ABCD with cross‐section shown in Figure Q2 carries a uniformly distributed load of 15 kN/m over a span of 6‐metre, a bending moment of 150 kNm and a concentrated load 50 kN at point C. a) Locate the centroid ݕ ത of the cross‐section and determine the moment of inertia of the cross‐ section about the x‐axis. b) Write the shear and bending moment equations for the relevant segments along the beam c) Using the method of differential relations, draw the shear and bending moment diagrams showing the critical values and locations. d) Determine the maximum bending moment and locate the point where it occurs.

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