Subject: Structural Theory AnalysisAnswer the following using the Moment Area Method 12 kN/mEl = constantCE= 70 GPaI=210x10° mmRequired: 6max O, 8BВ3m4m

To determine: maximum deflection slope at A slope at B The theorems used in Moment area method…

Answered: 12 kN/m EI = constant E= 70 GPa I=…

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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The coefficients of friction between the block and the rail are Ms = 0.25 and Mk= 0.20. Given: P2 = 600 N. Find the magnitude and direction of the smallest force P required to keep the block from moving down. The magnitude and direction of the smallest force Py required to keep the block from moving down is Note: pls show correct working out and final answer. Refer to the image and show everything in the working out like magnitude and and direction of force P1. Sorry to rush but I need this quickly!. Thanks.
Why should an element subjected to maximum shear stress be oriented?
Replace the loading by an equivalent resultant force and couple moment acting at point 0. Solution Strategy:1. Break the distributed load into “primal” geometric shapes. This problem lends itself to analysis in 3 primal shapes.2. The areas below the load profiles will tell you the magnitudes of the equivalent concentrated loads.3. The position of the individual concentrated loads resulting from breaking up the given load profile will be located at the centroid of each primal.4. Once you have the equivalent concentrated loads and positions for the three primals you can find the resultant force and moment about ? in one of two ways:a. Find a single equivalent force and position (like you did for 11-W) and then relocate this single force to ?? using the techniques from topic 10.b. Use the techniques from topic 10 directly on the three equivalent concentrated loads you found in steps 2 & 3.

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12 kN/m EI = constant E= 70 GPa I= 210x10° mm* Required: 8max OA OB B 3m 4m