Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 4- Using Castigliano's theorem, determine the displacement of point B of the beam shown below. Take E-210 GPa, I-285x10 mm. 5 m B 10 kN/m 4 m M= 20 kN.m Aarrow_forwardA III [ 2 m d 300N B 3m 307 M=1500Nm For the above diagram, given that F₁-800 N, w = 400 N/m and d = 4 m, calculate the following (neglect the depth of the beam). Note that there is a pin support at A and a roller support at B. 1. The magnitude of the resultant of the applied forces, FR. Please provide the answer in kilo Newtons and report the answer to three significant figures. Please include the unit ("kN") within your answer. 2. The angle of the resultant forces, FR measured counter-clockwise from the negative x axis. Please provide the answer in degrees and report the answer to three significant figures. 3. Locate the resultant forces, FR so that it is equivalent to the system of applied forces. Calculate the offset distance of the resultant force, FR measured from point A. Please provide the answer in metres and report the answer to three significant figures.arrow_forwardView Policies Current Attempt in Progress Replace the three forces shown by an equivalent force-couple system at point A. If the forces are replaced by a single resultant force, determine the distance d below point A to its line of action. 200 N Answers: R= 285 N i d = M = i Force-couple system at A. The force is positive if to the right, and the couple is positive if counterclockwise. Single resultant force. 150 N 690 mm 690 mm 690 mm N N-m mmarrow_forward
- Calculate the vertical deflection at point B by the virtual work method. EI is constant.arrow_forwardA simply supported beam (E = 12 GPa) carries a uniformly distributed load g = 100 N/m, and a point load P = 150 N at mid-span. L/2 L/2 The beam has a rectangular cross section (b = 75 mm, h = 200 mm) and a length of 3.6 m. Calculate the maximum deflection (in mm) of the beam. (Enter the magnitude. Solve the problem by the method of superposition. All beams have constant flexural rigidity EI.) תרחarrow_forwardDetermine the displacement and slope at point C of the cantiveler beam. The moment of inertia of each segment is indicated in the figure. Take E=200GPa. Use Castigliano's theorem.arrow_forward
- Compute the reactions at A, B, and C using the force method of analysis. Assume El is constant. You may use ay "Deflections" from the front cover of the book to solve. 3 k/ft C A 10 ft 10 ft B.arrow_forwardA two-span, continuous wood girder (E = 2,000 ksi) supports a roof patio structure (part (a) of the figure). A uniform load of intensity q acts on the girder, and each span is of length 8 ft. The girder is made up using two 2 x 8 wood members (part (b) of the figure). a q= 17.0 lb/ft -8 ft (a) B 8 ft 41 8 in. 2 in. 2 in. Section a-a (b) 000 8 in. Ignore the weight of the beam. Use the nominal dimensions of the beam in your calculations. (Solve by the method of superposition. The beam has constant flexural rigidity EI, unless otherwise stated.) (a) Find the reactions at A, B, and C. (Enter your answers in lb. Round your answer for Rg to at least one decimal place. Use the statics sign convention.) lb RA RB = lb RC lbarrow_forward
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