A triangular distributed load of max intensity w =460 N/macts on beam AB. The beam is supported by a pin at A andmember CD, which is connected by pins at C and Drespectively. Determine the reaction forces at A and C.Enter your answers in Cartesian components. Assume themasses of both beam AB and member CD are negligible.cc 040BY NC SA2016 Eric DavishahlWACD-a-BУл-b-xValues for dimensions on the figure are given in the followingtable. Note the figure may not be to scale.Variable Valueα5.4 mb8.64 mC3.24 mThe reaction at A is A =i+ĴN.λ =i+Ĵ N.The reaction at C is C =

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Answered: A triangular distributed load of max…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

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Part A is already answered and correct please solve part B
A fixed-end beam of length Lis loaded by adistributed load in the form of a cosine curve with maximumintensity q0 at A. a)Use the fourth-order differential equation of the deflectioncurve to solve for reactions at A and B and also theequation of the deflection curve. b)Evaluatethe rotation at L/3 for L=2 m and q0=20 kN/m
The plank only turns about the pivot. So, the forces on the plank, the weights of F1 and F2 and of the plank itself W, and the reaction N from the pivot are balanced. F1+F2 + W=N ○ eggs on one side of the seesaw making it tilt being unbalanced : I need a equation and it explained
Determine the reactions at pin A and rollers B and C of the continuous beam shown below. Note: Express your answers following the standard Sign convention for the coordinate system shown. YA L A 190 F B 777777 L L Given: L 12 m .F=34 kN • 90= 7 kN/m Ay number (rtol-0.01, atol-1e-05) kN By number (rtol=0.01, atol=1e-05) kN C, number (rtol=0.01, atol=1e-05) kN Save & Grade 5 attempts left Save only Additional attempts available with new variants
For the beam and loading shown in Figure 5, determine the value of (r) at the point of action of the resuitant force of the distributed load using point B as the origin. Parabola Vertex 2000 N/m 900 N/m B 6 m A Figure 5: A parabolic distributed load on a beam AB. Answer: If the loading were analysed using point A as the origin, would the value of w at the location of the resultant change? Select one: a. No b. Yes
The beam shown below is supported by rollers at A and B, and by a pin at C. If EI is constant over the length of the beam, find the reaction forces at A, B, and C. 15 kip AT 6 ft B_ 6 ft 12 ft 3 kip/ft C
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This is a challenging one! 10 kN 9kN 10 kN-m 1.5 m 1.5 m 1.5 m 15 m 15 m ' 1.5 m Compute the support reactions at A, C and E? [MA= 21.5kNm, A, = 2.67kN, C, = 16.67KN, E, = 5kN] %3D %3D Hint: Isolate DE, then move to BD and so on. lyp
Problem 3: A bent beam ABCD is held in equilibrium by a roller at A and by a pinned connection at D. The beam supports a uniform distributed load (80 lb/ft) over section AB and a concentrated force (390 lb) at point C. The roller at A rests against an inclined surface that is oriented 30° from the horizontal direction. Neglect the weight and depth of the beam and the size of the roller in this analysis. (a) Draw a complete FBD of beam ABCD. Clearly label all loads, reactions, and distances. (b) Determine all reactions at A and D. 80 lb/ft 30°/ 8 ft B 4 ft D 390 lb 12/12 3 ft

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