Given Beam with FBD for Reactions50 kN2m3mSolution for solving reactions20 kN/m5mDraw the moment diagram by parts (Ref. point right support)Solutions:Draw the elastic curve and the corresponding tangent deviations

*I assigned letters A,B,C,D to the beam for easier reference points *Formula of Area Moment Diagram…

Answered: Given Beam with FBD for Reactions 50 kN…

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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Solve the following problems completely and neatly. Use 3 decimal places in all your computations except for strain and rho(5 decimal places). Input your answer in the text box provided in each number. Calculate the maximum positive moment in the beam in kN.m.0
Q\Discuss in detail the effect of the Length in the Buckling of hollow shaft .
Calculate for the axial force in kN at member DC of the frame shown in figure 2 using Cantilever Method. Enter absolute value and use 2 decimal places in your solution. a = 39.4 kN, b = 39.2 kN, c = 2.7 m "a" kN D H "c" m "b" kN K "C" m "b" kN B F "c" m 4 m 5 m A = 40 x 10° mm? A = 60 x 10° mm? A= 40 x 10° mm? FIGURE 2
STATICS OF RIGID BODIES. UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS COMPLETETY AND LEGIBLY. Calculate the value of the vertical reaction at support A of the frame shown below. Answer is in one decimal place, units in kN. USE SLOPE DEFLECTION METHOD OR ANY METHOD.
PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the members' shear, moment and axial forces. Present your answer in the format presented by the SMA (for shear, moment and axial) in the figure below. 0.6P 8 M A P 3 M G D A 5 M 8m A H E B 5 M 8m A 1 F с 4m 4m P= 135kN
Write your Answer legibly. Thanks
2. The beam shown has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to o.5 inch. Use E = 1.5 x 10° psi. 2000 lb/ft 2 ft 2 ft 10 ft Use moment area method and Draw the complete shear and moment diagram R2 R2 Ela
Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. В 200 KN (5000) (5000) (5000) D A. -(3500) Е (3500) 3 m 3 m (000s) (00SE)
Calculate for the shear force in kN at member ED of the frame shown in figure 1 using Portal Method. Enter absolute value and use 2 decimal places in your solution.
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x150 mm section and E = 80 GPa. Show complete and organized solution. a. Vertical Reaction at B in kN. b.Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. Given: a- 7m b- 24kN/m C- 30kN
Please solve see attached
Solve the following problems completely and neatly. Use 3 decimal places in all your computations except for strain and rho(5 decimal places). Input your answer in the text box provided in each number. Calculate the maximum positive moment in the beam in kN.m.0 Calculate the effective depth of the section in PART A in mm.0

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Given Beam with FBD for Reactions 50 kN 2m 3m Solution for solving reactions 20 kN/m 5m Draw the moment diagram by parts (Ref. point right support) Solutions: Draw the elastic curve and the corresponding tangent deviations