Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Please by using this formula Thanks..arrow_forwardhow did you know k=2.3? where did th evalue of 2.3 come from?arrow_forwardQuestions T 40 mm TABLE 3.1. Coefficients for Rectangular Bars in Torsion a/b C₁ C₂ 1.0 0.208 0.1406 1.2 0.219 0.1661 60 mm 1.5 0.231 0.1958 2.0 0.246 0.229 2.5 0.258 0.249 3.0 0.267 0.263 4.0 0.282 0.281 5.0 0.291 0.291 N 10.0 0.312 0.312 0.333 0.333 1. Determine the largest torque T which may be applied to end of the solid bar which is shown in the diagram above, knowing that the maximum allowable shear stress = 107 MPa and G = 40 GPa. Provide the answer in kNm with precision to two decimal points. 2. The same solid bar is subjected to a torque of 1.5 kNm. Its total length, denoted as z, is 601 mm. What will be the angle of twist? Provide the answer in degrees with precision to two decimal points.arrow_forward
- Rigid bar ABCD is loaded and supported as shown. Steel [E = 28800 ksi] bars (1) and (2) are unstressed before the load P is applied. Bar (1) has a cross-sectional area of 0.62 in.2 and bar (2) has a cross-sectional area of 0.3 in.2. After load P is applied, the strain in bar (1) is found to be 610 μe. Assume L₁=59 in., L2=98 in., a=39 in., b=26 in., and c=24 in. Determine: (a) the stresses in bars (1) and (2). (b) the vertical deflection VD of point D on the rigid bar. (c) the load P. W (2) (1) L₁ a B L2 b C D Parrow_forwardProblem 2: Given are matrices A, B, C and D. 21 -4 -26 7 -1 -2 2 -2 10 -8 A B = -1 3 -13 25 -11 -1 -1 21 -2 25 -18 1 -26 1/3 C =| -16 8. -7 D 10 -100 10y 7 -10 13 -98 1/2 22 Solve for: a) A + D b) 2C – 3A + B – 10D c) B +D - 2C + 3A d) В + D e) С - Darrow_forward
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