Strength and materials Determine the ff.Location and magnitude of the maximum shear10 KN/mm50KN12 KN/mR₁2nN.A.Bmc Im2mR1001100 | 200+100200uan-30/ 200300250MM200mm

Step 1: Step 2: Step 3: Step 4:

Answered: Determine the ff. Location 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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A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4
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HW #4.pdf -> The University of Dlyala Course: Engineering Mechanics i CE 101 College of Engineering Instructor: Dr Assal Hussein Department of C Engineering Homework #4 Replace the loading system by an equivalent resultant force and couple moment acting at point A 900 N 300 N Z00N m 300 N-m 0.75 m T0.75 m075 ma75 m II
Draw the FDBS of member ADB and BEC 1 m 1 m В C E 1 m D 1.6 m
Calculate the maximum normal bending stress and the maximum shear stress
7. A steel bar of 25 mm diameter is acted upon by forces as shown in Fig-2. What is the elongation of the bar? Take E - 190 GPa. 60 kN4 A A ا 20KN B C 30 kN B C -2m-1m 3m 2* Figure-2 D D 50 KN
What is the shear load V and moment M at J?
ENGR 234: Statics 10-W: Simplification of Force-Moment Systems F4-19. Replace the loading system shown by a single resultant force acting at A and a single couple moment acting at A. State your answer as a resultant force magnitude and angle from the + x-axis, and as a moment magnitude with a CW/CCW designation. 900 N\30° 300 N 300N•M A 0.75 m 0.75 m 0.75 m 0.75 m Solution Strategy: 1. The planar nature of the problem lends itself to Scalar Analysis. 2. Resolve the 900 N force into its x- and y-components. 3. Using Scalar Analysis, compute the moments due to the forces: Use the Principle of Moments for the 900 force (i.e. use its components). The 300 N force already has an easily identifiable perpendicular distance to A. Keep track of the senses of these moments. 4. Determine the sense of the 300 N m couple, and then add this to the moments found in step 3 to find a single resultant moment at A. 5. Sum the forces in x and y and then combine them into a single resultant force in the…
Civen that the tension in segment AB 130N WITH a rathio of 1H: 2v, which of the following nearly gives the tension on CD in N? Im Sm Im CS Scanned with CamScanner
PLATE # 3 CALCULATE Oo AND Yo OF THE BEAM LOADED AS SHOWN USING CONJU GATE BEAM METHOD 5KN/m 20KN 30 KN M 2m 2m 2m 2m Im 21 E CONSTANT
Ah Av 60 49 30 Bh 20 N •METHOD OF JOINTS At joint C EC 30 DC 20 N Find EC = Find DC= At joint D DG ED 0 49 DF DC Find DG = Find DF = Tabulation of forces from Method of Joints: FORCE ACTING (N) МЕМBERS NATURE DC EC DF GD
SAQ 3 Determine the force-couple system acting at point 0. y 50 N 90 N C 40° B 40 N m 400 mm 1300 mm A 4 800 mm A 100 N 3 Answers: R = 83.4 N, 35° S of E, C = 87.4 N m, CW Ww 009 500 mm-

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Determine the ff. Location and magnitude of the maximum shear 10 KN/mm 50KN 12 KN/m R₁ 2n N.A. B mc Im 2m R 1001 100 | 200 +100 200uan -30/ 200 300 250MM 200mm