The simple beam AB, shown below, supports a concentrated load of 6 kN and a segment of non-uniform load of intensity varies from 1 kN/m to 3 kN/m at point B. 1- Draw the shear force and the bending moment diagrams for the beam. 2- Determine the shear force (V) and bending moment (M) at a cross section located 3.0 m from the support A. 3 kN/m |6.0 kN 1 kN/m C B 0.5 m -1.0 m→-1.0 m→e 2.0 m 4.0 m

The simple beam AB, shown below, supports a concentrated load of 6 kN and a segment of non-uniform load of intensity varies from 1 kN/m to 3 kN/m at point B. 1- Draw the shear force and the bending moment diagrams for the beam. 2- Determine the shear force (V) and bending moment (M) at a cross section located 3.0 m from the support A. 3 kN/m |6.0 kN 1 kN/m C B 0.5 m -1.0 m→-1.0 m→e 2.0 m 4.0 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Please solve for the reactions and draw the shear and moment diagram. Please show the full solution.
4. Solve for the support reactions of the beam shown below using SDM. Assume beam is prismatic and homogeneous. Draw the shear and moment diagram w = 13 kN/m, P = 49kN %3D P KN w kN/m A 10m 5m 5m
Use only METHODS OF CONSISTENT DEFORMATION in solving for the displacements.
If M = 6.39 and w = 16.8, Determine the Shear Force at point B of the Beam shown. w in kN/m Min kN.m A 3 m B 4 m ⠀ C
Determine the bending moment at point C of the beam shown. 0.5 kN/m A I 3 m C · 6 m 1.5 kN/m B
Q.3) (a) Find the support reactions of the beam shown below. (b) Write the expressions for shear-force (V) and bending-moment (M) for a beam section between points C and D, as a function of x measured from the left-end support. 12 kN 6 kN 4 m 1 kN/m 2 kN/m D 1.5 kN/m 6 m A 1 m 2 m C 30% 3 m 20 kN.m B A
In the given loaded beam determine the resultant force, R and its location from the pointA as it intersects the line AB.
1. A 6.4 - m beam has a pin support at the leftmost part of the beam and a roller support located at 4 meters from the pin support. It carries a uniformly distributed load of 40 kN/m throughout its entire length. Using shear and moment diagram, A. Calculate the maximum shear. B. Calculate the maximum moment. C. Determine the most economical and lightest S-shape if the flexural stress is equal to 120 MPa. D. Calculate the actual bending stress of the chosen beam.
If M = 7.01 and w = 16.8, Determine the Shear Force at point B of the Beam shown.
Q.3. Determine the length b of the triangular load and its position a on the beam such that the equivalent resultant force is zero and the resultant couple moment is 8 kN.m clockwise. 4 m 16 kN/m 2 kN/m
Please solve for the reactions and draw the shear and moment diagram. Please show the whole solution.
Q1) Determine the angle of for connecting member A to the plate so that the resultant force of FA and FB is directed horizontally to the right as shown in Figure 1. Also, calculate the magnitude of the resultant force? 00 -40° FA = 8 KN BFB = 6 kN Figure 1