APPLIED CALCULUS-PRINT COMPANION (LL)
6th Edition
ISBN: 9781119275565
Author: Hughes-Hallett
Publisher: WILEY
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Chapter 2.4, Problem 36P
To determine
(a)
To calculate:
The average rate of change of P per hour for the time intervals shown between 0 to 18 hours.
To determine
(b)
To state:
About the sign of
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3.9 (A/B). A beam ABCDE, with A on the left, is 7 m long and is simply supported at
Band E. The lengths of the various portions are AB 1-5m, BC = 1-5m, CD = 1 m and DE
: 3 m. There is a uniformly distributed load of 15kN/m between B and a point 2m
to the right of B and concentrated loads of 20 KN act at 4 and 0 with one of 50
KN at C. (a) Draw the S.F. diagrams and hence determine the position from A at
which the S.F. is zero. (b) Determine the value of the B.M. at this point. (c) Sketch
the B.M. diagram approximately to scale, quoting the principal values. [3.32 m, 69.8
KNm, 0, 30, 69.1, 68.1, 0 kNm.]
Chapter 2 Solutions
APPLIED CALCULUS-PRINT COMPANION (LL)
Ch. 2.1 - Prob. 1PCh. 2.1 - Prob. 2PCh. 2.1 - Prob. 3PCh. 2.1 - Prob. 4PCh. 2.1 - Prob. 5PCh. 2.1 - Prob. 6PCh. 2.1 - Prob. 7PCh. 2.1 - Prob. 8PCh. 2.1 - Prob. 9PCh. 2.1 - Prob. 10P
Ch. 2.1 - Prob. 11PCh. 2.1 - Prob. 12PCh. 2.1 - Prob. 13PCh. 2.1 - Prob. 14PCh. 2.1 - Prob. 15PCh. 2.1 - Prob. 16PCh. 2.1 - Prob. 17PCh. 2.1 - Prob. 18PCh. 2.1 - Prob. 19PCh. 2.1 - Prob. 20PCh. 2.1 - Prob. 21PCh. 2.1 - Prob. 22PCh. 2.1 - Prob. 23PCh. 2.1 - Prob. 24PCh. 2.1 - Prob. 25PCh. 2.1 - Prob. 26PCh. 2.1 - Prob. 27PCh. 2.1 - Prob. 28PCh. 2.1 - Prob. 29PCh. 2.1 - Prob. 30PCh. 2.1 - Prob. 31PCh. 2.1 - Prob. 32PCh. 2.1 - Prob. 33PCh. 2.1 - Prob. 34PCh. 2.1 - Prob. 35PCh. 2.1 - Prob. 36PCh. 2.1 - Prob. 37PCh. 2.1 - Prob. 38PCh. 2.1 - Prob. 39PCh. 2.1 - Prob. 40PCh. 2.1 - Prob. 41PCh. 2.2 - Prob. 1PCh. 2.2 - Prob. 2PCh. 2.2 - Prob. 3PCh. 2.2 - Prob. 4PCh. 2.2 - Prob. 5PCh. 2.2 - Prob. 6PCh. 2.2 - Prob. 7PCh. 2.2 - Prob. 8PCh. 2.2 - Prob. 9PCh. 2.2 - Prob. 10PCh. 2.2 - Prob. 11PCh. 2.2 - Prob. 12PCh. 2.2 - Prob. 13PCh. 2.2 - Prob. 14PCh. 2.2 - Prob. 15PCh. 2.2 - Prob. 16PCh. 2.2 - Prob. 17PCh. 2.2 - Prob. 18PCh. 2.2 - Prob. 19PCh. 2.2 - Prob. 20PCh. 2.2 - Prob. 21PCh. 2.2 - Prob. 22PCh. 2.2 - Prob. 23PCh. 2.2 - Prob. 24PCh. 2.2 - Prob. 25PCh. 2.2 - Prob. 26PCh. 2.2 - Prob. 27PCh. 2.2 - Prob. 28PCh. 2.2 - Prob. 29PCh. 2.2 - Prob. 30PCh. 2.2 - Prob. 31PCh. 2.2 - Prob. 32PCh. 2.2 - Prob. 33PCh. 2.2 - Prob. 34PCh. 2.2 - Prob. 35PCh. 2.3 - Prob. 1PCh. 2.3 - Prob. 2PCh. 2.3 - Prob. 3PCh. 2.3 - Prob. 4PCh. 2.3 - Prob. 5PCh. 2.3 - Prob. 6PCh. 2.3 - Prob. 7PCh. 2.3 - Prob. 8PCh. 2.3 - Prob. 9PCh. 2.3 - Prob. 10PCh. 2.3 - Prob. 11PCh. 2.3 - Prob. 12PCh. 2.3 - Prob. 13PCh. 2.3 - Prob. 14PCh. 2.3 - Prob. 15PCh. 2.3 - Prob. 16PCh. 2.3 - Prob. 17PCh. 2.3 - Prob. 18PCh. 2.3 - Prob. 19PCh. 2.3 - Prob. 20PCh. 2.3 - Prob. 21PCh. 2.3 - Prob. 22PCh. 2.3 - Prob. 23PCh. 2.3 - Prob. 24PCh. 2.3 - Prob. 25PCh. 2.3 - Prob. 26PCh. 2.3 - Prob. 27PCh. 2.3 - Prob. 28PCh. 2.3 - Prob. 29PCh. 2.3 - Prob. 30PCh. 2.3 - Prob. 31PCh. 2.3 - Prob. 32PCh. 2.3 - Prob. 33PCh. 2.3 - Prob. 34PCh. 2.3 - Prob. 35PCh. 2.3 - Prob. 36PCh. 2.3 - Prob. 37PCh. 2.3 - Prob. 38PCh. 2.3 - Prob. 39PCh. 2.3 - Prob. 40PCh. 2.3 - Prob. 41PCh. 2.3 - Prob. 42PCh. 2.3 - Prob. 43PCh. 2.3 - Prob. 44PCh. 2.3 - Prob. 45PCh. 2.3 - Prob. 46PCh. 2.3 - Prob. 47PCh. 2.3 - Prob. 48PCh. 2.3 - Prob. 49PCh. 2.3 - Prob. 50PCh. 2.3 - Prob. 51PCh. 2.3 - Prob. 52PCh. 2.3 - Prob. 53PCh. 2.3 - Prob. 54PCh. 2.3 - Prob. 55PCh. 2.3 - Prob. 56PCh. 2.3 - Prob. 57PCh. 2.3 - Prob. 58PCh. 2.3 - Prob. 59PCh. 2.3 - Prob. 60PCh. 2.3 - Prob. 61PCh. 2.3 - Prob. 62PCh. 2.3 - Prob. 63PCh. 2.3 - Prob. 64PCh. 2.3 - Prob. 65PCh. 2.3 - Prob. 66PCh. 2.3 - Prob. 67PCh. 2.3 - Prob. 68PCh. 2.3 - Prob. 69PCh. 2.4 - Prob. 1PCh. 2.4 - Prob. 2PCh. 2.4 - Prob. 3PCh. 2.4 - Prob. 4PCh. 2.4 - Prob. 5PCh. 2.4 - Prob. 6PCh. 2.4 - Prob. 7PCh. 2.4 - Prob. 8PCh. 2.4 - Prob. 9PCh. 2.4 - Prob. 10PCh. 2.4 - Prob. 11PCh. 2.4 - Prob. 12PCh. 2.4 - Prob. 13PCh. 2.4 - Prob. 14PCh. 2.4 - Prob. 15PCh. 2.4 - Prob. 16PCh. 2.4 - Prob. 17PCh. 2.4 - Prob. 18PCh. 2.4 - Prob. 19PCh. 2.4 - Prob. 20PCh. 2.4 - Prob. 21PCh. 2.4 - Prob. 22PCh. 2.4 - Prob. 23PCh. 2.4 - Prob. 24PCh. 2.4 - Prob. 25PCh. 2.4 - Prob. 26PCh. 2.4 - Prob. 27PCh. 2.4 - Prob. 28PCh. 2.4 - Prob. 29PCh. 2.4 - Prob. 30PCh. 2.4 - Prob. 31PCh. 2.4 - Prob. 32PCh. 2.4 - Prob. 33PCh. 2.4 - Prob. 34PCh. 2.4 - Prob. 35PCh. 2.4 - Prob. 36PCh. 2.5 - Prob. 1PCh. 2.5 - Prob. 2PCh. 2.5 - Prob. 3PCh. 2.5 - Prob. 4PCh. 2.5 - Prob. 5PCh. 2.5 - Prob. 6PCh. 2.5 - Prob. 7PCh. 2.5 - Prob. 8PCh. 2.5 - Prob. 9PCh. 2.5 - Prob. 10PCh. 2.5 - Prob. 11PCh. 2.5 - Prob. 12PCh. 2.5 - Prob. 13PCh. 2.5 - Prob. 14PCh. 2.5 - Prob. 15PCh. 2.5 - Prob. 16PCh. 2.5 - Prob. 17PCh. 2.5 - Prob. 18PCh. 2.5 - Prob. 19PCh. 2 - Prob. 1SYUCh. 2 - Prob. 2SYUCh. 2 - Prob. 3SYUCh. 2 - Prob. 4SYUCh. 2 - Prob. 5SYUCh. 2 - Prob. 6SYUCh. 2 - Prob. 7SYUCh. 2 - Prob. 8SYUCh. 2 - Prob. 9SYUCh. 2 - Prob. 10SYUCh. 2 - Prob. 11SYUCh. 2 - Prob. 12SYUCh. 2 - Prob. 13SYUCh. 2 - Prob. 14SYUCh. 2 - Prob. 15SYUCh. 2 - Prob. 16SYUCh. 2 - Prob. 17SYUCh. 2 - Prob. 18SYUCh. 2 - Prob. 19SYUCh. 2 - Prob. 20SYUCh. 2 - Prob. 21SYUCh. 2 - Prob. 22SYUCh. 2 - Prob. 23SYUCh. 2 - Prob. 24SYUCh. 2 - Prob. 25SYUCh. 2 - Prob. 26SYUCh. 2 - Prob. 27SYUCh. 2 - Prob. 28SYUCh. 2 - Prob. 29SYUCh. 2 - Prob. 30SYUCh. 2 - Prob. 31SYUCh. 2 - Prob. 32SYUCh. 2 - Prob. 33SYUCh. 2 - Prob. 34SYUCh. 2 - Prob. 35SYUCh. 2 - Prob. 36SYUCh. 2 - Prob. 37SYUCh. 2 - Prob. 38SYUCh. 2 - Prob. 39SYUCh. 2 - Prob. 40SYUCh. 2 - Prob. 41SYUCh. 2 - Prob. 42SYUCh. 2 - Prob. 43SYUCh. 2 - Prob. 44SYUCh. 2 - Prob. 45SYUCh. 2 - Prob. 46SYUCh. 2 - Prob. 47SYUCh. 2 - Prob. 48SYUCh. 2 - Prob. 49SYUCh. 2 - Prob. 50SYUCh. 2 - Prob. 51SYUCh. 2 - Prob. 52SYUCh. 2 - Prob. 53SYUCh. 2 - Prob. 54SYUCh. 2 - Prob. 55SYUCh. 2 - Prob. 1FOTCh. 2 - Prob. 2FOTCh. 2 - Prob. 3FOTCh. 2 - Prob. 4FOTCh. 2 - Prob. 5FOTCh. 2 - Prob. 6FOTCh. 2 - Prob. 7FOTCh. 2 - Prob. 8FOTCh. 2 - Prob. 9FOTCh. 2 - Prob. 10FOTCh. 2 - Prob. 11FOTCh. 2 - Prob. 12FOTCh. 2 - Prob. 13FOTCh. 2 - Prob. 14FOTCh. 2 - Prob. 15FOTCh. 2 - Prob. 16FOTCh. 2 - Prob. 17FOTCh. 2 - Prob. 18FOTCh. 2 - Prob. 19FOTCh. 2 - Prob. 20FOTCh. 2 - Prob. 21FOTCh. 2 - Prob. 22FOTCh. 2 - Prob. 23FOTCh. 2 - Prob. 24FOTCh. 2 - Prob. 25FOTCh. 2 - Prob. 26FOTCh. 2 - Prob. 27FOTCh. 2 - Prob. 28FOTCh. 2 - Prob. 29FOTCh. 2 - Prob. 30FOTCh. 2 - Prob. 31FOTCh. 2 - Prob. 32FOTCh. 2 - Prob. 33FOTCh. 2 - Prob. 34FOTCh. 2 - Prob. 35FOTCh. 2 - Prob. 36FOTCh. 2 - Prob. 37FOTCh. 2 - Prob. 38FOTCh. 2 - Prob. 39FOTCh. 2 - Prob. 40FOTCh. 2 - Prob. 41FOTCh. 2 - Prob. 42FOTCh. 2 - Prob. 43FOT
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- 4. Verify that V X (aẢ) = (Va) XẢ + aV X Ả where Ả = xyz(x + y + 2) A and a = 3xy + 4zx by carrying out the detailed differentiations.arrow_forward3. For each of the arrow or quiver graphs shown below, determine analytically V°C and V X Č. From these analytical solutions, identify the extrema (+/-) and plot these points on the arrow graph. (a) C = −✰CosxSiny + ŷSinxCosy -π<ׂу<π Ty (b) C = −xSin2y + ŷCos2y x, y<π -π< (c) C = −xCosx + ŷSiny -π< x, y < πarrow_forward7.10 (B/C). A circular flat plate of diameter 305 mm and thickness 6.35 mm is clamped at the edges and subjected to a Uniform lateral pressure of 345 kN/m². Evaluate: (a) the central deflection, (b) the position and magnitude of the maximum radial stress. C6.1 x 10 m; 149.2 MN/m².] 100 200arrow_forward
- 3.15 (B). A beam ABCD is simply supported at B and C with ABCD=2m; BC 4 m. It carries a point load of 60 KN at the free end A, a Uniformly distributed load of 60 KN/m between B and C and an anticlockwise moment of 80 KN m in the plane of the beam applied at the free end D. Sketch and dimension the S.F. and B.M. diagrams, and determine the position and magnitude of the maximum bending moment. CEL.E.] CS.F. 60, 170, 70KN, B.M. 120, +120.1, +80 kNm, 120.1 kNm at 2.83 m to right of 8.7arrow_forward7.1 (A/B). A Uniform I-section beam has flanges 150 mm wide by 8 mm thick and a web 180 mm wide and 8 mm thick. At a certain section there is a shearing force of 120 KN. Draw a diagram to illustrate the distribution of shear stress across the section as a result of bending. What is the maximum shear stress? [86.7 MN/m².arrow_forward1. Let Ả = −2x + 3y+42, B = - - 7x +lý +22, and C = −1x + 2y + 42. Find (a) Ả X B (b) ẢX B°C c) →→ Ả B X C d) ẢB°C e) ẢX B XC.arrow_forward
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