Please provide all work and round to 3 sig figs A bent tube is attached to a wall with brackets as shown. . Aforce of F=830 lb is applied to the end of the tube withdirection indicated by the dimensions in the figure.a.) Determine the force vector F in Cartesian components.b.) Resolve the force vector F into vector components→parallel and perpendicular to the position vector IDAExpress each of these vectors in Cartesian components.2013 Michael Swanbomcc 10BY NC SAgBdAFKсxкажbValues for dimensions on the figure are given in the tablebelow. Note the figure may not be to scale. Be sure to alignyour cartesian unit vectors with the coordinate axes shown inthe figure.Variable Valuea. F =a15 inb26 inс32 ind72 inh44 ing52 in+b. F||DA=+₁ +FLDA=L.>k) lbk) lbî +k) lb

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Answered: A bent tube is attached to a wall with…

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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For the propped cantilever beam in the figure, show that the moment at the fixed end, MB = Mo/2 and the rotation at A, OA = MOL/4EI. (one way to solve this problem is to use MB as unknown, find OA, then find fBB and then use compatibility equation at B OA + fB MB = 0) Mo A Mo Co L EI Obtain B obtain fs ܐ ܝܝܝܥܠ B & B Primary structure (stable, determinate) 1 k-1 22 Apply I unit mament at 8 to obtain fe
The following truss system is Pin Supported at Joint C and Roller Supported at Joint E. Joint B is subjected to a Point Load of 1000 Newton. Joint A is subjected to a Point Load of 1500 Newton. Show the values of F at the beginning of the solution as well as the calculation steps and answer in the unit Newton. Using the Method of Joint, determine the forces in each member of the trusses shown in the following figure. 1500N 1000 N 12m 12m A 8 m 5 m 61 D 12m 6 m Identify the force acting in each member of the trusses shown.
The following truss system is Pin Supported at Joint C and Roller Supported at Joint E. Joint B is subjected to a Point Load of 1000 Newton. Joint A is subjected to a Point Load of 1500 Newton. Show the values of F at the beginning of the solution as well as the calculation steps and answer in the unit Newton. Using the Method of Joint, determine the forces in each member of the trusses shown in the following figure. 1500N 1000 N 12m 12m A 8 m 6 m D 12m 6 m Check the stability of the truss system. Elaborate what “Statically Determinate Truss" implies.
Consider a rectangular cross-section beam having width b and height h that is taking bending load. The beam can be oriented in two different ways (shown in case a and b), and the corresponding neutral axes are shown as well. In which case, the beam will provide more resistance to bending (i.e., larger value of 1)? b Case (a) Neutral axis O I. Case (b) O II. Depends on other parameters III. Case (a) IV. Both cases will give the same value of I Case (b) Neutral axis
The following truss system is Pin Supported at Joint C and Roller Supported at Joint E. Joint B is subjected to a Point Load of 1000 Newton. Joint A is subjected to a Point Load of 1500 Newton. Show the values of Fat the beginning of the solution as well as the calculation steps and answer in the unit Newton. Using the Method of Joint, determine the forces in each member of the trusses shown in the following figure. 1500N 1000 N 12m 12m В 8 m E 6 m 12m 6 m Analyze whether the member is in Tension or Compression.
A prismatic beam, ABC, has a moment is applied to the midpoint of the beam (B) in the direction shown. You are tasked with evaluating the beam. Note: the bending rigidity, El, is constant. In order to satisfy your contractual obligations, you must: A -L/2- L A -L/2→ M B (a) Determine the slope and deflection of the beam at the free end (point C) (b) If the boundary condition for the prismatic beam, ABC, is changed and now both ends are considered fixed (as shown in the image below). Use your result for part (a) to determine the reactions at point C. L с M B X
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A 302-N force is applied at A as shown. |-100 mm→ 200 mm - D 125 mm 200 mm 25° Determine the moment of the force about D. (You must provide an answer before moving to the next part.) The moment of the force about D is |N-m O.
Figure below shows a uniformly tapering bar of rectangular cross-section of length L and thickness t. The width of the bar at one end is b₁ and the width at the other end is b2, where (b₂> b₁). The bar is subjected to an axial force P. The axial deformation due to load P is given by _mm. b₂ PL atE b₁ = 20 mm b₂-40 mm -In () then the value of (a + c) is
Q2: The pin-connected structure shown in figure below consists of a rigid beam ABCD and two supporting bars. Bar (1) is a bronze alloy [E= 105 GPa] with a cross-sectional area of A1= 290 mm2. Bar (2) is an aluminum alloy [E=70 GPa] with a cross-sectional area of A2= 650 mm?. If a load of P= 30 kN is applied at B, determine: (a) the normal stresses in both bars (1) and.(2) (b) the downward deflection of point B on the rigid bar. (1) 2250 mm 670 mm 480 mm 650 mm 1600 mm P = 30 kN
Force member CF is what? P= 78 kN Subject: Structural Theory
600 lb 600 lb Do 600 lb 300 lb B 300 lb 6 ft F H ΑΠ C E G 6 ft 8 ft -8 ft 8 ft 8 ft 8 ft→ Analyze the truss, find forces in all elements, use any methods

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