Influence Line for Beams. a. For the beam shown in Figure 3 1. Draw the influence line for reaction at A. 2. Draw the influence line for shear just to the left of A; 3. Draw the influence line for shear just to the right of A; 4. Draw the influence for shear at D; 5. Draw the influence line for bending moment at A; 6. Draw the influence line for bending moment at D: b. Due to moving single concentrated load of 20kN and a moving uniform distributed load of 5kN/m 7.Determine the value of the function for the bending moment at D in KN m. 8.Determine the value of the function for the shear just to the right of A in KN. 5 m A 4 m Figure 3 6m B

Influence Line for Beams. a. For the beam shown in Figure 3 1. Draw the influence line for reaction at A. 2. Draw the influence line for shear just to the left of A; 3. Draw the influence line for shear just to the right of A; 4. Draw the influence for shear at D; 5. Draw the influence line for bending moment at A; 6. Draw the influence line for bending moment at D: b. Due to moving single concentrated load of 20kN and a moving uniform distributed load of 5kN/m 7.Determine the value of the function for the bending moment at D in KN m. 8.Determine the value of the function for the shear just to the right of A in KN. 5 m A 4 m Figure 3 6m B

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

1.Determine the Influence Line for the reactions at each support, shear at point C and moment at point C using EQUATIONS. В C 6 ft 6 ft 6 ft
For the beam shown below. Construct the influence line for: The reaction at point B. The moment at point C. The shear at point D from the left. The shear at point D from the right.
Find the following: 1. The reaction at fixed end Rey II. The reaction at the fixed end Me III. The shear force at B IV. The bending moment at B V. Draw the shear force and bending moment diagrams for the beam
From the given figure; Determine the Influence line, 1) 2) 3) 4) Sm Hinge I 5m 3m 1 Hinge 3m 3m Determine the influence line for reaction at B. Determine the influence line for reaction at D. Determine the influence line for shear at E. Determine the influence line for moment at E. Determine the influence line for reaction moment at G.
If the beam carries a moving uniform load of 78 kN/m and concentrated moving load of 66 kN Using the influence line diagram, (a) determine the max. +M due to loads at C (b) det. max +V at C
Problem 8.46 Draw the influence lines for the forces in the members identified with an “x" in the figure. The moving load is transmitted to the bottom chord of the truss. 4 m B -3 panels at 3 m = 9 m-
Q4: Draw the influence line for the reaction at A, draw the influence line for the moment at D in the girder, and draw the influence line for the shear at point F of the girder. Determine the maximum positive moment in the girder at D and determine the maximum positive shear at point F due to a uniform live load of 5 kN/m acting, a uniform dead load 2 kN/m and a concentrated live load 30 kN on the top beams. 2m B 2m 2m Internal Hinge 2m F C3m 1m D 4 m 4 m E
Use the qualitative approach to draw the influence lines (IL) for the reaction at A, the shear just to the left of C and the bending moment at C. The supports at A and Care rollers and the support at D is a pinned support. Moment Release C D 30 ft 30 ft 30 ft IL for RAv IL for VCkeft ILfor Mc
A. C G 3. 1 2 1 1 Using the Miller-Breslau Principle, draw the influence lines for reactions A, B and C. Draw the influence line for shear at G. E
Draw the influence lines for: A. reaction at A B. reaction at B C. reaction at C D. shear at G PIN A B G P D 3 2