structural theory In each frames below, draw shear and moment diagrams, specifying values atall change of loading positions and at all points of zero shear. Neglect the massof the beam in each problem.124ft6ft12 ft

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Answered: In each frames below, draw shear and…

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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4. Find the shear and moment diagram of the frame using the Portal Method 80 kN G H I 4 m 30 kN D E A 10 000 A A *coll col2 *col3 20 000 15 000 4 m mm? |C 5 m mm2 mm? 5 m
PART 2: For the given Statically Determinate Beams, Perform the following. a. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure 75 kN 25 kN/m S AF В C D -6 m- -6 m- -6 m-
39. Bending moment equation of section BC. O a. 26KN(x)+56KN.m O b. 26KN(x)-56KN.m O c.-26KN(x)+56KN.m O d. None of the above. 40.Maximum bending moment of the beam. a. 47KN.m b.46KN.m d. None of the above These are related questions
If P= 60 N, a) Determine the resultant of the force-couple system acting on the frame if it acts at G. b) Determine the location of the resultant if it is to be located on line FG and line GH. /120 N 240 mm 200 N 70° 15 Express this location with respect to point G. 50 mm 42 N-m | 80 N 520 mm 40 N-m 180 mm |B -50 mm 50 mm 640 mm
PART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams а. c. Draw the Elastic Curve С. d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure 90 kN 135 kN M A В C -3 m 3 m
PART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams а. С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear е. Indicate where the Point/s of Contraflexure 75 kN 200 kN-m P D A B 4 m- -4 m 4 m
Draw the R₁ shear and ماد | Wo moment diagram using equation method 4/
Draw axial, shear & moment diagram for the frame shown below? 15 kNm 12 kNm C A 10m D B 7777777 5m 6m 3m
Write shear and moment equations for the beams in the following problems. In each problem, draw shear and moment diagrams, specifying values at all change of loading positions and at all points of zero shear. Neglect the mass of the beam in each problem. Problem # 1. ·HINGE P D E A a a Problem # 2. 20KNM A 3m zm 40KN Problem # 3. R, R2 Problem # 4 M. Can't connect. Check whether you're online or not.
PART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams а. С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear е. Indicate where the Point/s of Contraflexure 50 kN 100 kN 50 kN D B C E -3 m- -3 m- -3 m- -3 m
PART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams c. Draw the Elastic Curve а. С. d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure 20 kN/m K B -5 m- -10 m-
PART 2: For the given Statically Determinate Beams, Perform the following. Write the Shear and Moment Equations b. Draw the Shear and Moment Diagrams а. С. Draw the Elastic Curve d. Indicate where the Point/s of Zero Shear e. Indicate where the Point/s of Contraflexure е. 135 kN 30 kN/m Q B C -2 m- -1.5 m- - 3.5 m

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In each frames below, draw shear and moment diagrams, specitying values at all change of loading positions and at al points of zero shear. Neglect the mass of the beam in each problem. 12 12t