40 lb30 Ib60 lb1260 1630 lb40 lb247. The three-step pulley shown in Fig. P-247 is nubjected to the given co!Cumpute the value of the resultant couple. Alo determine the forces actiAe riro of the middle pulley that are required to balanee the given system.FIG. P-247.Ans. C = 760 in.-lb counterclorkwine; two 62 -L 1o16"

Answered: Image /qna-images/answer/ceb70e18-b570-4a27-aee0-1bed3d95d323.jpg

Answered: 40 lb 30 Ib 60 lb 12 16"- 60 1b 30 lb…

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 prismatic bar AE of negligible weight is hinged to avertical wall at A and supported by a strut BD as shownin Fig. 1. Find the reaction induced at A and B throughthe action of a sphere of weight W tied by a string CFthat is parallel to AE. Also, find the tension in the string.The radius of the sphere is such that the points B and Care at the same level. Assume W = 1000 lb.
The frame has dimensions H1 = 4 m , H2 = 3 m , and L1 = 6 m , and supports two lateral loads P1 = 10 kN and P2 = 12 kN . The area of column AE is 40 cm2 and the area of column BF is 80 cm2 . Gy = 13.3 kN Ax = 11.0 kN a) What is the horizontal reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left. Bx = ?
Determine the reactions at the beam shown where P = 80 lb qo = 12 lb/in L1=72 in L2 = 48 in
what are the fixed end reactions x=10 p1=50 p2=100
Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where L = 6 m, Wo = 15 kN/m
The steel rod is fixed to the side at ‘A’, and before it is loaded, there is a gap of 0.15-mm between the side at ‘D’ and the other end of the rod at ‘C’ as shown in the figure below. Determine the support reactions at ‘A’ and ‘D’ if the rod is subjected to an axial force, ? = 200-??. Take ??? = 200-???.
In the rigid frame as shown in FIGURE L, if the pulley weighs 2kN, find the following: 1. Reaction at C a. 8 kNb. 11 kNc. 10 kNd. 9 kN34. Reaction at Ba. 28.9 kNb. 27.28 kNc. 26 kNd. 24.7 kN3. Angle that the reaction at B makes with the horizontal. a. 32.71°b. 24.03°c. 31.98°d. 19.11°
c. Determine the reactions of the fixed support at the right end of the 5-m length beam shown.
Determine the vertical component of the reaction at A, Av. Also, find out the reaction at support F, FR. box final answers and show complete solution
Figure Q2 shows a reinforced concrete platform with a cantilever slab and wall at the edge of slab. The brick wall is seated on the edge of cantilever slab is 3.2 m high. Given: All slab thickness = 150 mm All beams = 250 mm × 600 mm Concrete unit weight = 25 kN/m3Weight of brickwall = 2.6 kN/m2Finishes = 1.5 kN/m2Variable action = 5 kN/m2 Determine the characteristic permanent action (gk in kN/m) and variable action (qk in kN/m) acting on Beam B/1-2.
Statics-Two Force Members 1. Determine the force P required to maintain equilibrium of the pulley system, and the reactions at the ceiling. 2. Assume W=1.25kN 3. Show and clearly label a Free Body Diagram to determine solution.
From the given beam Where: P = 90 Kn N= 145 Kn/m W= 27 Kn/m L1 = 1.5 meters L2 = 1.5 maters L3= 3 meters L4= 3 meters 1. Determine the reaction at point A 2. Determine the reaction at point E

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