Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
9th Edition
ISBN: 9781337583848
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Question
Chapter 15, Problem 15.28P
To determine
Find the minimum factor of safety
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Solve using double integration method
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
Using Method of Virtual work, determine the slope at point A. Use E = 200GPA and I = 100x10°
mm
Use Castigliano's Theorem and determine the slope at A. Use E = 200GP and I = 100x1o mm*
40 kN
40 kN
A
B
-1.5 m -1.5 m-
-1.5 m+1.5 m-
Chapter 15 Solutions
Bundle: Principles Of Geotechnical Engineering, Loose-leaf Version, 9th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
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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Similar questions
- From the beam shown, determine the slope at B using double integration method . Show your complete solution.arrow_forwarddetermine 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. PLS ANSWER ASAP. I'LL RATE, THANKS!arrow_forwardASAP c=8 d=4arrow_forward
- From the beam shown, determine the slope at B using conjugate beam method . Show your complete solution.arrow_forwardSolve The Problem Using: Double Integration Method.The Answer Key Is Indicated, Thank You!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_forwardPlease answer this using virtual work method and castigliano theorem. Thank you!! The answers should be: θ = -5/EI kN/m2 counterclockwise;Δ = -2.8125/EI kN/m3 upwardarrow_forward
- EI is constant (Assume EI= 1 kN-m^2) use conjugate beam method 1.) determine the maximum upward deflection 2.) determine the maximum downward deflection 3.) determine the slope at carrow_forwardSolve using Castiglianos Theorem. Written solution please the answer should be -5/EI kN m2 and -2.8125 EI kN/ m3arrow_forwardTHEORY OF STRUCTURES PLEASE PROVIDE COMPLETE SOLUTION NEED ASAP THANKSarrow_forward
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