Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 15, Problem 15.28P
To determine
Find the minimum factor of safety
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Solve Using Virtual Method for Beams to get the answers. The answers must be:
Slope = 23.25kN•m²
while
Displacement= 87.25 kN•m³/EI
From the beam shown, determine the slope at B using double integration method . Show your complete solution.
determine the slope at A in degrees using Double Integration Method. Consider 150 mm x 150 mm section and E-200 GPa. Enter the absolute value only and round off your answer to 3 decimal places.
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Chapter 15 Solutions
Principles of Geotechnical Engineering (MindTap Course List)
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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- ASAP c=8 d=4arrow_forwardFrom the beam shown, determine the slope at B using conjugate beam method . Show your complete solution.arrow_forwarddetermine the slope at B in degrees 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.arrow_forward
- This is a question from slope stability bishop method Please Note i am not asking for the entire problem to be completed, i am simply seeking guidance on how to calculate slice 1 entire row that is highlighted in red. example how did we derive the values of (W) in the table. formula ....W=ybz but im not getting the values see diagram attached Question A compacted earth fill is constructed on a soft, saturated clay (figure below). The fill was compacted to an average dry unit weight of 19 kN m3 ⁄ and water content of 15%. The shearing strength of the fill was determined by CU tests on samples compacted to representative field conditions. The shear strength parameters are ?? = 45 kPa, ??′ = 34°, and ???′ = 28°. The variation of undrained shear strength of the soft clay with depth as determined by simple shear tests is shown in the figure below, and the friction angle at the critical state is ???′ = 30°. The average water content of the soft clay is 40%. Compute the factor of safety…arrow_forwardASAP a=4 b=2arrow_forwardUSING CONJUGATE BEAM METHOD SOLVE THE FOLLOWING P P a b LO b Determine the slope (in rad) at 2.36m from the left if P = 226kN, E = 21000MPa, and I = 210x10 mm4. Use a = 1.02m and b = 2.84m. Input your final answer on the answer box. Attach solutions below. Round your answer to 5 decimal places.arrow_forward
- For the beam loaded as shown in the figure 3, determine the slope at B in degrees 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. a = 5.5 m, b = 3.3 m, c = 20.3 kN/m, d = 27 kN.arrow_forwardShow FBDarrow_forwardSolve for the moment, shear force, bending moment, maximum compressive and tensile stress and beam cross-section is not given. The value of W0=105 KN/m, L=5 meters. Use Integration Method with slope intercept form. Show complete solution.arrow_forward
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