Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 3, Problem 14P
To determine
Find the expression for vertical reaction at the supports in terms of distance x.
Sketch the graph for reactions as a function of x.
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the weight of car moving at a constant speed on a beam bridge. ia modeled as a single concentrated load as shown in fig p3. 14. determine the expressions for the vertical reactions at the supports in terms of the posittion of the car as measured by the distance x and plot the graphs showing the variations of these reaction as function of x
The weight of a car, moving at a constant speed on a beam bridge, is modeled as a single concentrated load, as shown in Fig. P3.14. Determine the expressions for the vertical reactions at the supports in terms of the position of the car as measured by the distance x, and plot the graphs showing the variations of these reactions as functions of x.
The weight of a 5 m long trolley, moving at a constant speed on a beam bridge, is modeled as a moving uniformly distributed load, as shown in Fig. P3.15. Determine the expressions for the vertical reactions at the supports in terms of the position of the trolley as measured by the distance x, and plot the graphs showing the variations of these reactions as functions of x
Chapter 3 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 3 - Prob. 1PCh. 3 - Prob. 2PCh. 3 - Prob. 3PCh. 3 - Prob. 4PCh. 3 - Prob. 5PCh. 3 - Prob. 6PCh. 3 - Prob. 7PCh. 3 - Prob. 8PCh. 3 - Prob. 9PCh. 3 - Prob. 10P
Ch. 3 - Prob. 11PCh. 3 - Prob. 12PCh. 3 - Prob. 13PCh. 3 - Prob. 14PCh. 3 - Prob. 15PCh. 3 - Prob. 16PCh. 3 - Prob. 17PCh. 3 - Prob. 18PCh. 3 - Prob. 19PCh. 3 - Prob. 20PCh. 3 - Prob. 21PCh. 3 - Prob. 22PCh. 3 - Prob. 23PCh. 3 - Prob. 24PCh. 3 - Prob. 25PCh. 3 - Prob. 26PCh. 3 - Prob. 27PCh. 3 - Prob. 28PCh. 3 - Prob. 29PCh. 3 - Prob. 30PCh. 3 - Prob. 31PCh. 3 - Prob. 32PCh. 3 - Prob. 33PCh. 3 - Prob. 34PCh. 3 - Prob. 35PCh. 3 - Prob. 36PCh. 3 - Prob. 37PCh. 3 - Prob. 38PCh. 3 - Prob. 39PCh. 3 - Prob. 40PCh. 3 - Prob. 41PCh. 3 - Prob. 42P
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- 10.29. The symmetrical frame shown in Fig. P10.29 supports a uniform loading of p per unit length. Assume that each horizontal and vertical member has the modulus of rigidity E₁I₁ and E212, respectively. Determine the resultant reaction R4 at the left support, employing Castigliano's theorem. Figure P10.29.arrow_forwardThe Fiver forces shown in Fig-314 are in equilibrium. Compute the values of P and Farrow_forwardA beam supports a load varying uniformly from an intensity of w N/m at the left end to p N/m at the right end. Find the values of w and p to cause the reactions shown in Figure M03arrow_forward
- QUESTION THREE 3.1 Determine the reactions and the force in each member of the truss supporting a floor deck as shown in Figure Q3. The deck is simply supported on floor beams that, in turn, are connected to the joints of the truss. Thus, the uniformly distributed loading on the deck is transmitted by the floor beams as concentrated loads to the top joints of the truss Ignore the self-weight of the floor beams 3.2 Represent your results of the reactions and axial forces obtained in Q3.1 on the truss Floor beam Deck 15 kN/m B C ID 2 m F G t2 mt-2 m--2 mt-2 m-- 2 m+2 m+2 mt-2 m-|arrow_forwardA beam supports a load varying uniformly from an intensity w Ib/ft at the left end to p Ib/ft at the right end. Find the values of w and p to cause the reactions shown. p lb/ft w lb/ft 3' 5' R1 = 6000 lb R2 = 12,000 Ibarrow_forwardCalculate the reactions at the supports of the beams shown in FigureQ1a and Figure Q1b. Your analysis should include a well-drawn freebody diagram and clear working must be shown. x = 18 y = 14 θ = 8arrow_forward
- Learning Goal: To determine reaction forces acting on coplanar structures using the equations of equilibrium. The reaction forces of statically determinate structures can be determined by applying the three equations of equilibrium. A structure or any of its members are in equilibrium when a balance Figure 4 m B 3 m D 6 kN/m 3 of 3 4 kN/m Part C Three-member frame Determine the reactions at supports A and D for (Figure 3). Assume A, B, and Care pinned and D is fixed. Use the sign convention F. +F, and Mo to indicate the direction of each reaction. Express the values of Az, Ay, Dz, Dy, and Mp to three significant figures separated by commas. ► View Available Hint(s) Az Ay₁ Dz. Dy. Mp Submit IVE| ΑΣΦ vec Provide Feedback Review ↓↑ ? kN kN, kN, kN. kN. m Next >arrow_forwardReg.no : 5395 Structural Analysisarrow_forward9arrow_forward
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