Sample question attached 7 - A beam 11 meters long is simply supported at each end and carries concentrated loads of80, 30,20, and 40 kN at 2.5,5,7.5 and 9.5 meters respectively from the left support. Drawto scale the shearing force and bending moment diagrams and read off the values of theshearing force and bending moment at the points (i) 3.5 m and (ii) 8.5 m from the leftsupport.

Answered: Image /qna-images/answer/5e7f875e-bad4-4faa-b18f-0475b68a9e97.jpg

Answered: 7 - A beam 11 meters long is simply…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Using the image below replace the distributed loading with an equivalent resultant force, and specify its location on the beam measured from point A. Let the length be: L1 = 9 ft. Let the loads be: W1 = 70 lb/ft, W2 = 420 lb/ft. Note you must determine the coefficients a and b based on the given intensities of the loads W1 and W2, respectively.
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1
Ke-45 Homework-3- 1. Calculate the moment at point (A) of the forces shown in figure. T;-10 2.5 m 1-25 m-I T-3N --- T T3=6 N M=5 N.m T=4 N T;=2 N 0=45° 3 m 5 m 2. Determine the moment of a 90 N force about point C for the condition 0 = 15°. 600mm A 90N 3. Find the forces in member AB and BC by component method. A TAK Tc 45 30 45° 30° Ring Pulley 60° 200 N Pulley 200 N 200 N 200 N 800mm
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The column shown is fabricated from two C250 x 30 standard steel shapes (see Appendix B for its cross-sectional properties) that are oriented back-to-back with a gap of 33 mm between the two channels. The column is fixed at its base and free to translate in the y direction at its upper end. Translation in the z direction, however, is restrained at its upper end. A load P is applied at an offset distance of 430 mm from the channel flanges. Use the AISC equations given in Section 16.5, and assume that L = 4.1 m, s = 33 mm, E = 200 GPa, oy = 275 MPa, and (Gallow); = 145 MPa. Offset - distance e P Lateral bracing in z direction C250 x 30 L C250 x 30 Cross section.

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