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Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
show the shear & moment diagram of the beam above
![Solution:
20 kN
eam
200
W1=10 kN
W2=15 kN
Vm
Um
-2-
R1
-4-
B-2
R2
For beam B-1
Totale](https://content.bartleby.com/qna-images/question/f3fe9511-4d4b-4efb-b6ca-9a491603e1c8/c92f70f2-a4a6-493b-8e87-62e1664bec16/6vmiwlf_thumbnail.jpeg)
Transcribed Image Text:Solution:
20 kN
eam
200
W1=10 kN
W2=15 kN
Vm
Um
-2-
R1
-4-
B-2
R2
For beam B-1
Totale
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- 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-arrow_forwardMDBarrow_forwardDraw the shear and bending moment diagram of the beam.arrow_forward
- Draw the shear and moment diagram of the following beam by Area Method. Thank youarrow_forward6. Considering sag rods and tie rods at third points, what is the maximum moment about minor axis in N-m? (2 decimal places) A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is 'RLL' N/m2 of roof surface and roof covering is assumed to be 'RDL' N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, A=3787.09mm2, Ix=32.84x106mm4, Iy=1.17x106mm4, Zx=317.91x103mm3, Sx=258.92x103mm3, Zy=44.25x103mm3, Sy=21.47x103mm3 S (m) RLL (N/m^2) RDL (N/m^2) 6.00 900 900arrow_forward16- What is the moment value (kNm) at support A? 10 kN 2m Bos birakarrow_forward
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