Principles of Geotechnical Engineering (MindTap Course List)
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 13, Problem 13.10P
To determine

The Rankine active force σa(z=H) per unit length of the wall, the variation of active earth pressure Pa with depth, and the location z¯ of the resultant measured from the bottom of the wall.

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The cross-section shown is used to support the loads on the beam below. The moment of inertia of the section is |= 1384 in4 and distance of the centroid of the section from the bottom is y = 5.8 in. [MA=4800 lb-ft, w=600 lb/ft, P=1400 lb, a=5ft,b=7ft,c= 2 ft,d=5ft] Ma b ཅ་ d 15 in 1.5 in 1.5 in. 2 in. k11 in. Cross section of the beam a) Construct the complete shear-force and bending-moment diagrams for the beam and determine the maximum positive bending moment in the beam. b) determine the maximum negative bending moment in the beam. c) Determine the maximum tension bending stress at any location along the beam. d) Determine the maximum compression bending stress at any location along the beam.
COMPUTE THE VOLUME OF THE STOCKPILE SHOWN BELOW IN CUBIC YARDS USING THE AVERAGE AREA METHOD. PROVIDE YOUR RESULTS ON THIS PAGE USING THE WINDOWS CLIPBOARD CUT AND PASTE TOOLS. 166 170 168 -172 CONTOUR AREA = 2,663 S.F. CONTOUR AREA = 8,217 S.F CONTOUR AREA = 16,284 S.F CONTOUR AREA = 29,734 S.F. AVERAGE AREA METHOD FOR VOLUME OF EXCAVATION AND STOCKPILE CONTOUR ELEVATION CONTOUR AREA (FT) (FT³) ELEVATION DIFFERENCE (DEPTH) BETWEEN CONSECUTIVE CONTOURS AVERAGE AREA BETWEEM CONSECUTIVE CUMMULATIVE CONTOURS VOLUME (FT³) CUMMULATIVE VOLUME VOLUME (CY) (FT³) (FT) (FT)
Using the graphic below, computer the bearings for courses AF, AB, and BC and azimuths for courses AF and BC. 128°28'58" 0.00 TRV-A 65°5'34" F 86°34'27" B 0.00 TRY-B • Azimuth AF: Bearing AF: Bearing AB: Azimuth BC: Bearing BC:
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