F i n d t h e r e ac t i o n s a t t h e s u p p o r t s A and B. A s s u m e A i s a h i n g e a n d B i s a r o l l er W=701 N 2000 N/m1500 N/m1000 N/m- AB0. 3m0. Sm0. 2m 0. 3m0.15m 0.15m

Answered: Image /qna-images/answer/771da035-c4b6-4d53-b0b7-0ac6e0e3e88a.jpg

Answered: 2000 N/m 1500 N/m W 1000 N/m - A в 0.3m…

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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Utilice el método de castigliano para calcular la deflexion en el nodo C de la viga
Input- F1=227
Questions 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.
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 P
21 B -32 C D Z2 ▼ Part B As shown, a system of cables supports a bucket. (Figure 2) The dimensions in the figure are as follows: ₁ -5.25 ft, 2 = 1.40 ft. y₁=2.20 ft. 3/2=4.50 ft. 2₁ = 3.25 and 22 = 2.30 ft. If the bucket and its contents have a combined weight of W = 11.5 lb, determine TA. TB. and Tc. the tensions in cable segments DA, DB, and DC, respectively. Express your answers numerically in pounds to three significant figures separated by commas. ▸ View Available Hint(s) TA TB.TC Submit 175) ΑΣΦ | 41 Previous Answers Provide Feedback X Incorrect; Try Again; 4 attempts remaining. Part C Complete previous part(s) vec 6 0 BOA ? lb
Problem 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 - D
Consider a sipmly supported beam shown in the figure below. (Figure 1) Figure 3m 300 N/m 1.5 m 1 of 1 Express the shear in terms of x for 0

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2000 N/m 1500 N/m W 1000 N/m - A в 0.3m 0. Sm 0.2m 0. 3m 0.15m 0.15m