APPLIED CALCULUS-PRINT COMPANION (LL)
6th Edition
ISBN: 9781119275565
Author: Hughes-Hallett
Publisher: WILEY
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Chapter 9, Problem 70SYU
To determine
True or false:
If
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3.12 (B). A horizontal beam AB is 4 m
long and of constant flexural rigidity. It is
rigidly built-in at the left-hand end A and simply supported on a non-yielding support
at the right-hand end B. The beam carries Uniformly distributed vertical loading of
18 kN/m over its whole length, together with a vertical downward load of 10KN at
2.5 m from the end A. Sketch the S.F. and B.M. diagrams for the beam, indicating
all main values. Cl. Struct. E.] CS.F. 45,10,376 KN, B.M. 186, +36.15 kNm.7
Qize
f(x)
=
x + 2x2 - 2
x² + 4x²² -
Solve the equation using Newton
Raphson
-b±√√b2-4ac
2a
@4x²-12x+9=0
27 de febrero de 2025
-b±√√b2-4ac
2a
⑥2x²-4x-1=0
a = 4 b=-12
c=9
a = 2
b = 9
c = \
x=-42±√(2-4 (4) (9)
2(4))
X =
(12) ±√44)-(360)
2(108)
x = ±√
X = =±√√²-4(2) (1)
2()
X = ±√
+
X =
X =
+
X₁ =
=
X₁ =
X₁ =
+
X₁ =
=
=
Chapter 9 Solutions
APPLIED CALCULUS-PRINT COMPANION (LL)
Ch. 9.1 - Prob. 1PCh. 9.1 - Prob. 2PCh. 9.1 - Prob. 3PCh. 9.1 - Prob. 4PCh. 9.1 - Prob. 5PCh. 9.1 - Prob. 6PCh. 9.1 - Prob. 7PCh. 9.1 - Prob. 8PCh. 9.1 - Prob. 9PCh. 9.1 - Prob. 10P
Ch. 9.1 - Prob. 11PCh. 9.1 - Prob. 12PCh. 9.1 - Prob. 13PCh. 9.1 - Prob. 14PCh. 9.1 - Prob. 15PCh. 9.1 - Prob. 16PCh. 9.2 - Prob. 1PCh. 9.2 - Prob. 2PCh. 9.2 - Prob. 3PCh. 9.2 - Prob. 4PCh. 9.2 - Prob. 5PCh. 9.2 - Prob. 6PCh. 9.2 - Prob. 7PCh. 9.2 - Prob. 8PCh. 9.2 - Prob. 9PCh. 9.2 - Prob. 10PCh. 9.2 - Prob. 11PCh. 9.2 - Prob. 12PCh. 9.2 - Prob. 13PCh. 9.2 - Prob. 14PCh. 9.2 - Prob. 15PCh. 9.2 - Prob. 16PCh. 9.2 - Prob. 17PCh. 9.2 - Prob. 18PCh. 9.2 - Prob. 19PCh. 9.2 - Prob. 20PCh. 9.2 - Prob. 21PCh. 9.2 - Prob. 22PCh. 9.3 - Prob. 1PCh. 9.3 - Prob. 2PCh. 9.3 - Prob. 3PCh. 9.3 - Prob. 4PCh. 9.3 - Prob. 5PCh. 9.3 - Prob. 6PCh. 9.3 - Prob. 7PCh. 9.3 - Prob. 8PCh. 9.3 - Prob. 9PCh. 9.3 - Prob. 10PCh. 9.3 - Prob. 11PCh. 9.3 - Prob. 12PCh. 9.3 - Prob. 13PCh. 9.3 - Prob. 14PCh. 9.3 - Prob. 15PCh. 9.3 - Prob. 16PCh. 9.3 - Prob. 17PCh. 9.4 - Prob. 1PCh. 9.4 - Prob. 2PCh. 9.4 - Prob. 3PCh. 9.4 - Prob. 4PCh. 9.4 - Prob. 5PCh. 9.4 - Prob. 6PCh. 9.4 - Prob. 7PCh. 9.4 - Prob. 8PCh. 9.4 - Prob. 9PCh. 9.4 - Prob. 10PCh. 9.4 - Prob. 11PCh. 9.4 - Prob. 12PCh. 9.4 - Prob. 13PCh. 9.4 - Prob. 14PCh. 9.4 - Prob. 15PCh. 9.4 - Prob. 16PCh. 9.4 - Prob. 17PCh. 9.5 - Prob. 1PCh. 9.5 - Prob. 2PCh. 9.5 - Prob. 3PCh. 9.5 - Prob. 4PCh. 9.5 - Prob. 5PCh. 9.5 - Prob. 6PCh. 9.5 - Prob. 7PCh. 9.5 - Prob. 8PCh. 9.5 - Prob. 9PCh. 9.5 - Prob. 10PCh. 9.5 - Prob. 11PCh. 9.5 - Prob. 12PCh. 9.5 - Prob. 13PCh. 9.5 - Prob. 14PCh. 9.5 - Prob. 15PCh. 9.5 - Prob. 16PCh. 9.5 - Prob. 17PCh. 9.5 - Prob. 18PCh. 9.5 - Prob. 19PCh. 9.5 - Prob. 20PCh. 9.5 - Prob. 21PCh. 9.5 - Prob. 22PCh. 9.5 - Prob. 23PCh. 9.5 - Prob. 24PCh. 9.5 - Prob. 25PCh. 9.6 - Prob. 1PCh. 9.6 - Prob. 2PCh. 9.6 - Prob. 3PCh. 9.6 - Prob. 4PCh. 9.6 - Prob. 5PCh. 9.6 - Prob. 6PCh. 9.6 - Prob. 7PCh. 9.6 - Prob. 8PCh. 9.6 - Prob. 9PCh. 9.6 - Prob. 10PCh. 9.6 - Prob. 11PCh. 9.6 - Prob. 12PCh. 9.6 - Prob. 13PCh. 9.6 - Prob. 14PCh. 9.6 - Prob. 15PCh. 9.6 - Prob. 16PCh. 9.6 - Prob. 17PCh. 9.6 - Prob. 18PCh. 9.6 - Prob. 19PCh. 9.6 - Prob. 20PCh. 9.6 - Prob. 21PCh. 9.6 - Prob. 22PCh. 9.6 - Prob. 23PCh. 9.6 - Prob. 24PCh. 9.6 - Prob. 25PCh. 9.6 - Prob. 26PCh. 9.7 - Prob. 1PCh. 9.7 - Prob. 2PCh. 9.7 - Prob. 3PCh. 9.7 - Prob. 4PCh. 9.7 - Prob. 5PCh. 9.7 - Prob. 6PCh. 9.7 - Prob. 7PCh. 9.7 - Prob. 8PCh. 9.7 - Prob. 9PCh. 9.7 - Prob. 10PCh. 9.7 - Prob. 11PCh. 9.7 - Prob. 12PCh. 9 - Prob. 1SYUCh. 9 - Prob. 2SYUCh. 9 - Prob. 3SYUCh. 9 - Prob. 4SYUCh. 9 - Prob. 5SYUCh. 9 - Prob. 6SYUCh. 9 - Prob. 7SYUCh. 9 - Prob. 8SYUCh. 9 - Prob. 9SYUCh. 9 - Prob. 10SYUCh. 9 - Prob. 11SYUCh. 9 - Prob. 12SYUCh. 9 - Prob. 13SYUCh. 9 - Prob. 14SYUCh. 9 - Prob. 15SYUCh. 9 - Prob. 16SYUCh. 9 - Prob. 17SYUCh. 9 - Prob. 18SYUCh. 9 - Prob. 19SYUCh. 9 - Prob. 20SYUCh. 9 - Prob. 21SYUCh. 9 - Prob. 22SYUCh. 9 - Prob. 23SYUCh. 9 - Prob. 24SYUCh. 9 - Prob. 25SYUCh. 9 - Prob. 26SYUCh. 9 - Prob. 27SYUCh. 9 - Prob. 28SYUCh. 9 - Prob. 29SYUCh. 9 - Prob. 30SYUCh. 9 - Prob. 31SYUCh. 9 - Prob. 32SYUCh. 9 - Prob. 33SYUCh. 9 - Prob. 34SYUCh. 9 - Prob. 35SYUCh. 9 - Prob. 36SYUCh. 9 - Prob. 37SYUCh. 9 - Prob. 38SYUCh. 9 - Prob. 39SYUCh. 9 - Prob. 40SYUCh. 9 - Prob. 41SYUCh. 9 - Prob. 42SYUCh. 9 - Prob. 43SYUCh. 9 - Prob. 44SYUCh. 9 - Prob. 45SYUCh. 9 - Prob. 46SYUCh. 9 - Prob. 47SYUCh. 9 - Prob. 48SYUCh. 9 - Prob. 49SYUCh. 9 - Prob. 50SYUCh. 9 - Prob. 51SYUCh. 9 - Prob. 52SYUCh. 9 - Prob. 53SYUCh. 9 - Prob. 54SYUCh. 9 - Prob. 55SYUCh. 9 - Prob. 56SYUCh. 9 - Prob. 57SYUCh. 9 - Prob. 58SYUCh. 9 - Prob. 59SYUCh. 9 - Prob. 60SYUCh. 9 - Prob. 61SYUCh. 9 - Prob. 62SYUCh. 9 - Prob. 63SYUCh. 9 - Prob. 64SYUCh. 9 - Prob. 65SYUCh. 9 - Prob. 66SYUCh. 9 - Prob. 67SYUCh. 9 - Prob. 68SYUCh. 9 - Prob. 69SYUCh. 9 - Prob. 70SYUCh. 9 - Prob. 1FOTCh. 9 - Prob. 2FOTCh. 9 - Prob. 3FOTCh. 9 - Prob. 4FOTCh. 9 - Prob. 5FOTCh. 9 - Prob. 6FOTCh. 9 - Prob. 7FOTCh. 9 - Prob. 8FOTCh. 9 - Prob. 9FOTCh. 9 - Prob. 10FOTCh. 9 - Prob. 11FOTCh. 9 - Prob. 12FOTCh. 9 - Prob. 13FOTCh. 9 - Prob. 14FOTCh. 9 - Prob. 15FOTCh. 9 - Prob. 16FOTCh. 9 - Prob. 17FOTCh. 9 - Prob. 18FOTCh. 9 - Prob. 19FOTCh. 9 - Prob. 20FOTCh. 9 - Prob. 21FOT
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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.]arrow_forward4. 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_forward
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