PRIN.OF GEOTECHNICAL...-MINDTAP(2 SEM)
9th Edition
ISBN: 9781305971271
Author: Das
Publisher: CENGAGE L
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Chapter 15, Problem 15.21P
(a)
To determine
Find the critical height
(b)
To determine
Find the critical height
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Find slope at D in degrees using double integration method. Consider 250 mm x 400 mm (b x h) section and E = 120 GPa. Use a = 3.2 m, b = 19.1 kN/m, and c = 25.5 kN
Using 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. ❤️
Let P = 10 kips, L = 6 ft, a = 3 ft. E = 29 x 10^6 psi, I = 722 in^4.
1. Equation of the slope
2. Equation of the deflection curve
3. The deflection at the midpoint.
4. The slope at point B.
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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