Solve problem 3.27 PROBLEM 3.25Y3.26 The transformer (as shown) must be lifted vertically out ofthe pit. Angle 0=18°. Determine the required magnitude offorce F so that the resultant of the two forces will be vertical.XXX5000 lbF Ө25°TXAT4'PROBLEM 3.23.30 Three(a) Cali(b) CPROBLEM 3.263.27 Refer to the diagram for Problem 3.26. Assume that the trans-former weighs 6000 lb. Determine 0 and the magnitude of theforce F so that the resultant of the lifting force (6000 lb) willact vertically upward.3.28 The plastic barrel tent anchor of Problem 2.8 contains 100gallons of water. Determine the magnitude and sense of theresultant moment about point O. Be sure to include the weightwell as the weight of its contents.(c)(d)

Force F= 2573.17lbAngle θ=55.20oExplanation:

Answered: PROBLEM 3.25 Y 3.26 The transformer (as…

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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45ON → 120 N 12 20ON 30 360 N Determine the x-component of the resultant. b. Determine the magnitude of the resultant Determine the magnitude and direction of the equilibrant.
3- Draw the graphs of the axial forces, shear forces and bending moments for the beam shown in the figure below, then choose the appropriate value for the following: 20 KN A bending torque 3m The reaction in the predicate A Axial force at point B Shear strength in the middle of the sill 20 KN B 141.4 O O O 3m 16 KN/m с 215.6 O O O O 5m D 20 O O 32.7 O O O 12.7 O O
The clockwise angular velocity of the link AB shown in (Figure 1) is WAB = 3.2 rad/s. Figure C 4 in.- @AB 45° 5 in. 45° A 90° B D 3 in. < 1 of 1 Part A Determine the angular velocity of the connecting link BC at the instant shown. Express your answer in radians per second to three significant figures. 197| ΑΣΦ ↓↑ vec WBC = Submit Part B WCD= Submit Request Answer Determine the angular velocity of the connecting link CD at the instant shown. Express your answer in radians per second to three significant figures. IVE 41 Π| ΑΣΦ | | Provide Feedback Request Answer www vec ? rad/s ? rad/s
Problem 4.34 Consider the system shown in gura.11 Figure 11 4m 4m 6m 1 of 1 a of th Fed Part A Determine the z, y, and a components of the moment of the force of F-600 N atout port A Enter the components of the moment separated by commas. Express your answers in newtos-meters to three significant figures. VAZO i vec ? M, M, M.- N-m Submit New Pravide Feedback Request A
Figure 4. A 17.5 B 16.5 с 18.5 3m D 19.5 F Refer to Figure 4, what is the reaction at Joint A? 10N 1m 15N G 2m 10N C 2m D 2m E H 1m 3m B O
Problem 6: Replace the force of F = 80 N acting on the pipe assembly by an equivalent resultant force and couple moment at point A. A 400 mm 300 mm 200 mm 200 mm 250 mm 40° 30° F = 80 N N
Please help me with the following question. please put the whole process and solution because I’m having a difficulty with understanding it. Thank you very much. Determine the reactions at the following: A (Normal) - Blank 1 kN B (Horizontal ) - Blank 2 kN B (Vertical) - Blank 3 kN FN=78MN=104SN=66
Determine the horizontal reaction at A (H) in the beam shown below? 40 kN/m 80 kN 65 kN 40 kN 45 HA C. 4m 1m 1m 2m A BI Enter your final answer here: HA ..
4. An aerial copper wire (E =1x 10 5 N/mm ^2) 40 m long has cross sectional area of80 mm2 and weighs 0.6 N per meter run. If the wire is suspended vertically, calculatethe maximum weight which this wire can support at its lower end if the limiting valueof stress is 65 N/mm 2.a. 4627 Nb. 4281 NC. 4519 Nd. 5188 N
Moment (KN.m) 300 250 200 150 100 50 0 0 A Moment-Curvature Relation 0.01 0.02 0.03 0.04 0.05 0.06 0.07 Curvature (1/m) L b) Yield displacement (Ay). Ay= Calculate the following values: a) Yield Force (Fy) that will cause the system to yield at point A. Fy= c) Plastic displacement (Ap). Ap= Hint: Au Ap+Ay = Başka yönergeler almak için tıklayın For the cantilever beam system given, construct the relation between the force (F) and the displacement (A) of the free end. You need to transform the moment curvature relation given into force-displacement relation. Beam length: L = 3.5 m Plastic hinge length: Lp = 0.3 m Note: All the results are positive. F e) The ultimate (failure) force (Fu) Fu = d) Ultimate (failure) displacement (Au). Au= (m) 0.08 0.09 (m) F A ha Ay Au (KN) (Write 2 digits after the decimal point) (m) (Write 4 digits after the decimal point) (Write 4 digits after the decimal point) (Write 4 digits after the decimal point) A (KN) (Write 2 digits after the decimal point)
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