Need right complete solution 125100 kN50 kNa series ofFor the beam shown, it carriesconcentrated loads moving from the right. Using influenceSituation 2line for the beam.2m3m4.Compute the max ordinate of the influence line to obtainmax positive moment at point B.Bа. 1c. 3Compute the position of the 125 kN load from point Ab. 2d. 44m4m2m5.to produce max positive moment at B.b. 1.5 md. 3mа. 1 mс. 2mCompute the max positive moment at B due to the series of concentrated6.loads.a. 340 kN.mc. 360 kN.mb. 350 kN.md. 380 kN.m

Answered: Image /qna-images/answer/6af6faa2-14f7-4f7b-88e8-463d83137c02.jpg

125 kN 100 kN 50 kN Situation 2 For the beam shown, it carries a. series of concentrated loads moving from the right. Using influence line for the beam. 2m 3m 4. Compute the max ordinate of the influence line to obtain max positive moment at point B. B D b. 2 d. 4 Compute the position of the 125 kN load from point A а. 1 c. 3 4m 4m 2m 5. to produce max positive moment at B. а. 1 m с. 2m Compute the max positive moment at B due to the series of concentrated b. 1.5 m d. 3m 6. loads. a. 340 kN.m c. 360 kN.m b. 350 kN.m d. 380 kN.m

125 kN 100 kN 50 kN Situation 2 For the beam shown, it carries a. series of concentrated loads moving from the right. Using influence line for the beam. 2m 3m 4. Compute the max ordinate of the influence line to obtain max positive moment at point B. B D b. 2 d. 4 Compute the position of the 125 kN load from point A а. 1 c. 3 4m 4m 2m 5. to produce max positive moment at B. а. 1 m с. 2m Compute the max positive moment at B due to the series of concentrated b. 1.5 m d. 3m 6. loads. a. 340 kN.m c. 360 kN.m b. 350 kN.m d. 380 kN.m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 58P

See similar textbooks

Similar questions

"Draw the influence lines for vertical reactionsat supportsAandCand the shear and bending moment atpointBofthebeamsshowninFigs.P8.1throughP8.3"
1.What is the maximum intensity of moment for the beam loaded as shown? -20 KN-m -40 KN-m -80 KN-m -72 KN-m 2.What is the shear value at point just before C? 40KN 72KN 80KN 32KN 3.What is the shear value at point just after D? 80KN 72KN 32KN 40KN 4.What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m -80 KN-m 5.What is the value of x, the additional point of zero shear from C? 3.0 m 1.6 m 2.67 m 2.4 m 6.What is the degree of curve in the shear diagram…
Answer is 1,726. No other answer thanks From the given beam in the figure, compute the maximum moment (kN-m, magnitude only) at C due to a uniform dead load of 14 kN/m, uniform live load of 14 kN/m and a concentrated load of 93 kN by influence lines. Use a = 4 m., and b = 11 m.
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.
The influence line for shear just to the right of D for the beam shown ________ .
compute the maximum moment (kN-m, magnitude only) at C due to a uniform dead load of 12 kN/m, uniform live load of 15 kN/m and a concentrated load of 99 kN by influence lines. Use a = 3m., and b = 11m.
For the beam shown, it carries a series of concentrated loads moving from left to right. Using influence lines for the beams compute the following: a) max ordinate of the influence line to obtain the max positive moment at point B. b) position of point 1 (145kN) from point A to produce maximum positive moment at B. c) Maximum positive moment at B due to the series of concentrated loads.
(a) Draw the influence line for the positive moment at B (Figure P12.53). (b) If the beam carries a uniformly distributed live load of 2 kips/ft that can act on all or part of each span as well as a concentrated live load of 20 kips that can act anywhere, compute the maximum moment at B. (c) Determine the maximum value of live load moment at B produced by the set of wheel loads.
A 300 mm x 300 mm concrete column which is pin connected at both ends has an unsupported length of 4.6 meters. The column is carry a total factored axial load Pu = 300 kN and a lateral concentrated load of 90 kN acting at the mid-height of the column. Assume fc’ = 21 MPa and Bdns = 0.15. Compute the total moment including the secondary moment due to lateral deflection.a. 75.852 kN.m. c. 124.614 kN.m.b. 635.785 kN.m. d. 90.872 kN.m
Solve the problem using influence lines. Determine the maximum positive shear in panel RS and maximum moment at W. Consider a uniform live load of 1.26 kip/ft, concentrated live load of 25.2 kips and mass of beam equal to 6300 lb. The beam used is pin-connected at both S and V. NOTE: W is the exactly at the middle part of panel UV. GIVEN:A=37.8
From the given beam in the figure, compute the maximum moment (kN-m, magnitude only) at C due to a uniform dead load of 12 kN/m, uniform live load of 16 kN/m and a concentrated load of 96 kN by influence lines. Use a = 4 m., and b = 10 m.
Determine the deflection at midspan of the structure Group of answer choices (-5wL^4)/384EI (5wL^4)/384EI (wL^3)/24EI (-wL^3)/24EI