Figure Q1 shows a beam resting on simple supports which is loaded by a combination of uniformly distributed and point loads. Q1 (a) Calculate the vertical reactions VA and VB. Draw the shear force and bending moment diagrams for the beam showing all significant points. (b) (c) Calculate the distance from the support A to the point of contraflexure on span A-B. 20 kN 62 kN 10 kN/m A B 4 3 All dimensions in metres Figure Q1

Figure Q1 shows a beam resting on simple supports which is loaded by a combination of uniformly distributed and point loads. Q1 (a) Calculate the vertical reactions VA and VB. Draw the shear force and bending moment diagrams for the beam showing all significant points. (b) (c) Calculate the distance from the support A to the point of contraflexure on span A-B. 20 kN 62 kN 10 kN/m A B 4 3 All dimensions in metres Figure Q1

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

An indeterminate beam loaded a uniformly distributed load from A to B, from B to C, a linearly varying from 0 to 6 kN/m, is fixed at C, and a roller at point A and also in point B (where it settled 25 mm downwards here). The flexural rigidity is constant from A to C. Use E = 180 GPa, I = 1024 x 106 mm4 .Calculate the reactions and draw the shear and bending moment diagram for this beam using Slope Deflection Method.
Draw the shear-force and bending-moment diagrams for the simply supported beam shown. Determine the bending moment 6.2 m to the right of point Aif W = 9.6 kN/m, T = 16.23 kNm, m = 8 m, and n = 3.9 m.
Given the loaded beam below, calculate the reaction and draw the shear and moment diagram. M1= 20kN.m q1= 15 kN/m P1= 8kN
The beam AB is subjected to the uniformly distributed load shown and to two unknown forces P and Q. Knowing that it has been experimentally determined that the bending moment is +6.10 kip ft at D and +5.50 kip ft at E, (a) determine P and Q, (b) draw the shear and bending-moment diagrams for the beam. 250 lb/ft C D E F Fig. P7.91
Draw the shear force diagram and moment diagram of AF. g=9.81
5.Calculate the moment at right end of span BC (MCB) in kip-ft.0 6.Calculate the shear at the bottom end of span AB in kips.0 7.Calculate the shear at the top end of span AB in kips.0 8.Calculate the shear at the left end of span BC in kips.0
A continuous beam is supported by a spring at D with spring constant of 40kN/m as shown. Determine the reactions at the supports A and B and the spring force and draw the bending moment diagram. Given E=200GPa, I=4×107mm4 . (Hint : take the spring force as unknown). (Ans : Ay=-9.495kN, By=24.848kN, Dy=4.646kN)
C0nsider the frame bel0w where f0rce A = 55 N acts 0n p0int Q, f0rce B = 34 N acts on p0int P, and force C = 42 N acts on p0int M. Replace the system of f0rces acting on the frame with two f0rces, one acting on p0int O and the other acting vertically at point P. Calculate the magnitude and direction of the vertical f0rce acting on p0int P, FP, and the force acting on p0int O, FO.
Draw the shear force and moment diagram when Normal force Nc=0 Shear force at C= 50 N Moment at point C= 1350 N-m
draw the shear and moment diagram and determine the maximum shear and maximum moment 75 kN 60kN 35 kN m
Draw the shear and moment diagram thenidentify the maximum shear and maximum moment. 12KN 18KN 12 KN
draw the shear and moment diagram. determine the maximum shear and maximum moment 38 kips 4.5 kips/ft