Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 1.2 For the same beam as in problem 1.1, (a) Find the largest value of x-displacement. (b) Find the largest value of y-displacement. (c) Find the largest value of x-rotation. (d) Find the largest value of z-rotation. (Use the formulas in Roark's book for parts b and d.) Answers (a) 0.00955 in [to the right] (b) 5.915 in [up] (c) 0.124 rad (d) 0.1741 rad 20,000 in lb 1,000 lb 15,000 in lb 6,000 lb 100 lb/in 25' *5"* 10" 10" Cross-Section: Solid Circular with 2" Diameter Material Properties (Aluminum): E=10x10 psi E v=0.3 G= 2(1+v)arrow_forward6. Use the moment area method to determine the slope and displacement at C Mo = Pa Barrow_forward3. The unequal-leg angle is subjected to a bending moment of M, -20 kip-in. that acts at the orientation as shown in the figure. The centroid of the section is located at 1.2818 in. from the bottom and 0.7818 in. from the right edge. Also, I 3.9640 in, I,-1.9201 in and I,, -1.6159 in. Solve to determine: 0.375 in, H. M. 4.0 in. TIP18 (a) the orientation of the neutral 0375 in. axis relative to the +z axis. Show its location on a sketch of the cross Section. 3.0 in. (b) the bending stresses at points Hand K. (c) the magnitudes and locations of maximum tension and the maximum compression bending stresses in the cross section. Mechanic'sarrow_forward
- Assume that w = 73 N/m, L = 2 m, and EI is constant for the beam. Find the slope at the midpoint x = L/2 of the beam. 91.9/EI 85.2/EI 108.3/EI 51.4/EI 98.6/EIarrow_forwardDetermine the slope at point D using conjugate beam method. 75 k Hinge 40 k 250 k-ft E A B C D E12 ft 12 ft 12 ft- -12 ft El = constant E = 29,000 ksi I= 6,000 in.4 %3Darrow_forward45. Blocks A and B have a mass of 14 kg and 20 kg, respectively. Using the coefficients of static friction indicated, determine the largest vertical force P which can be applied to the cord without causing motion. 300 mm As = 0.1 D Hs = 0.4 B 400 mm C A Hs = 0.4 Hs = 0.3 %3D 378.96 N b. а. с. 368.96 N 348.96 N d. 445.61 N P.arrow_forward
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