PRIN.OF GEOTECHNICAL...-MINDTAP(2 SEM)
9th Edition
ISBN: 9781305971271
Author: Das
Publisher: CENGAGE L
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Chapter 15, Problem 15.2P
To determine
Find the height for critical equilibrium
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Determine reaction at A and slope at A. Use double integration method, Consider 150 mm x 150 mm section and E = 200 GPa
a = 3.3 m, b = 26 kN/m, c = 20 kN.
The block shown in Figure M01 is acted upon by its weight W = 400 lb, a horizontal force F = 600 lb and the force P exerted by the inclined plane. The resultant R of these forces is parallel to the incline. Determine P and R. Does the block move up or down the incline?
Using Slope Deflection Method for the figure below then , determine Ma, Ma, Mac, Mca, Mco, Moc
and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa
1600 Kn/m
B
4.25m
5.15m
b2= 0.55m
b3= 0.75m
800 Kn/m
h2= 0.75m
h3= 0.75m
9.95m
L4, m
b1= 0.75m
3.22m
h1= 0.75m
3.28m
D
A
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Chapter 15 Solutions
PRIN.OF GEOTECHNICAL...-MINDTAP(2 SEM)
Ch. 15 - Prob. 15.1PCh. 15 - Prob. 15.2PCh. 15 - Prob. 15.3PCh. 15 - Prob. 15.4PCh. 15 - Prob. 15.5PCh. 15 - Prob. 15.6PCh. 15 - Prob. 15.7PCh. 15 - Prob. 15.8PCh. 15 - Prob. 15.9PCh. 15 - Prob. 15.10P
Ch. 15 - Prob. 15.11PCh. 15 - Prob. 15.12PCh. 15 - Prob. 15.13PCh. 15 - Prob. 15.14PCh. 15 - Prob. 15.15PCh. 15 - Prob. 15.16PCh. 15 - Prob. 15.17PCh. 15 - Prob. 15.18PCh. 15 - Prob. 15.19PCh. 15 - Prob. 15.20PCh. 15 - Prob. 15.21PCh. 15 - Prob. 15.22PCh. 15 - Prob. 15.23PCh. 15 - Prob. 15.27PCh. 15 - Prob. 15.28PCh. 15 - Prob. 15.29PCh. 15 - Prob. 15.30PCh. 15 - Prob. 15.31PCh. 15 - Prob. 15.32P
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- A 4-m bar of negligible weight rests in a horizontal position on the smooth planes shown in the Figure, if T = 30 KN and x = 1 m. Determine the angle e at which the bar will be inclined to the horizontal when it is in a position of equilibrium. * 1m P = 20 kN 30° 45° 4 m O 22.86° 28.68° O None of the above 23.88° 26.68°arrow_forward2. Determine the displacement of point B of the beam shown in Figure 2. E = 200 GPa and I = 500(10°) mm“. 12 kN/m -10 m- Figure 2arrow_forwardUsing ANY GEOMETRIC METHOD Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 5.6 m b = 4.4 m c = 15.9 kn/m d = 22 kn QUESTIONS: 1. Determine the VERTICAL REACTION at B in KN. 2. Determine the SLOPE at B in DEGREES. 3. Determine the DEFLECTION at D in MM. 4. Determine the DEFLECTION AT MIDSPAN OF THE BEAM in MM. Thank you! Please answer all. ❤️arrow_forward
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