Problem 2 Determine the reaction for the given support in the truss as shown in Figure 2.0. Allinclinced forces are perpendicular in member AC USE 3 DECIMALS ONLY.15 EN10 kN5 KN12m2.5m2.5m2.5m2.5m15 kN8.5 kN18 kNFigure 2.0O 29°C Mostly cloudy ^ G

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Answered: Problem 2 Determine the reaction for…

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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Solve the following problems completely. Include the FBD with proper labels. 1. The truss is supported by a hinge at A and a roller at D as shown. Find the reactions in the supports. 20 kips C 3 ft D 10 kips - 3 ft 3 ft 2. The truss is supported by a roller at A and a hinge at D as shown. Find the reactions in the supports. B 10 KN 1.5 m 250 A 2 m 2 m 20 KN
10 ft Using the figure below, determine the forces in the members of the truss and the reactions at the supports. 10 ft 10 ft 10 ft 10 ft F1=10,000 Ibs F2=15,000 Ibs E A H. F F3=10,000 Ibs
2. The center diagonal of the truss in the figure shown can support tension only. Compute the force of DG and BE. A 20 200 B BD 20% CO www.w BE CE D DF F 1===54 25 of 61 DG 20 E 15 EG TR1 R1 600 20 G 15 600 300 H R3 R2
The given bridge truss supports point loads of 200kN at joints B, D, F, H, and J. The structure is supported by pin support at the joint A and roller support at the joint I. Determine the member forces AD, CE, CF, FH, GI, and IJ. Indicate whether the forces are compression or tension. Show your calculation steps in detail and write your answers in the box below. 200 kN 200 kN 200 kN 200 kN 200 kN D F В E 7 m 4 m 3 m -5 m -5 m 5 m -5 m
Your answer is partially correct. The 410-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. y 37 3.0 kN 39 kN m A B 5.8 kN -1.2 m- 1.8 m 1.8 m Answers: O, = 1.805 kN O, = 0.614 kN Mo = i 22173.54 kN-m eTextbook and Media Attempts: unlimited Submit Answer Save for Later
8. Plot a graph of the internal axial forces in segments AB, BC and CD vs. distance measured from A for the system shown below; 47 kip 82 kip 47 kip 8 ft. B 2 in. 5 ft- C 28.5 kip D 28.5 kip 41- 45 kip
Determine the support reactions at the the fixed support, A. Neglect the weight and size of the beam. Given data: Distributed load W=50 N/m; Couple C=160 N-m; and the point load P-780 N acting inclined at an angle of 35 in degree with respect to horizontal. W (n/m) P C (N.m) 1.5 m 2 m 4 m Horizontal force component at A along x, AxD Horizontal force component at A along y, Ay= Moment component at A, Ma= N. m
A 10.7 m long beam is loaded as shown below and the hinge support is at x-2.4 distance from the left end. If w=4.7 kN/m and P-28 kN which is positioned at L/5 from the roller support, what will be the reaction (in kN) at the hinge support? Answer in two decimal places. Numerical values only. Don't indicate units here, just on the submitted solution. P
RAY B F F₁ ROY
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In the figure below, the trusses are all stable. Compute the magnitude of reaction at C in kips. link truss 1 truss 2 15 40 201 15' В link 20' 24 kips 60 kips A S - 20' 20-20 20' → 20-
Using the method of sections, determine the forces inmembers BG, CI, and CD. Express your answers in terms of P (e.g.FA= 0.5P)3.1 Use the concepts of moment and force equilibrium, find the reactions atpoint A (FAx and FAy) and point E (FEy).3.2 Find FBG first. Cut through BC, BG, and GF, consider the Left-Hand Side(LHS) section as a whole, find FBG by considering the Free-Body Diagram(FBD), and equilibrium of forces in the y-direction.3.3 Now find FCI and FCD. Cut through CD, CI, and HI, consider the RHSsection as a whole, find FCI by considering the FBD, and equilibrium offorces in the y-direction. Then, find FCD by taking moment at point I, andconsider the concept of moment equilibrium.

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Problem 2 Determine the reaction for the given support in the truss as shown in Figure 2.0. All inclinced forces are perpen dicular in member AC. USE 3 DECIMALS ONLY.