EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
9th Edition
ISBN: 8220103611718
Author: SOBHAN
Publisher: CENGAGE L
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Chapter 3, Problem 3.15P
(a)
To determine
Calculate the mass of water to be added per cubic meter of soil.
(b)
To determine
Calculate the mass of water to be added per cubic meter of soil.
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4. Draw a free body diagram of the loading and forces. Solve for the reaction A at
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4. Draw a free body diagram of the loading and forces. Solve for the reaction A at
the wall support. Check your answer using the summation of forces.
10k
A
w=2 k/ft
40ft
10ft
5k
A reinforced concrete beam with b=300mm, h=670mm,and d=600 mm, having
a span of 7.3 m, can be considered as a fully fixed at the left support and simply
supported at the right end. It is reinforced for positive bending with 8-16 and for
negative bending with 4816 plus 418. Calculate the collapse load using the plastic
hinge method. (20%)
Chapter 3 Solutions
EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
Ch. 3 - Prob. 3.1PCh. 3 - Prob. 3.2PCh. 3 - Prob. 3.3PCh. 3 - Prob. 3.4PCh. 3 - Prob. 3.5PCh. 3 - Prob. 3.6PCh. 3 - Prob. 3.7PCh. 3 - Prob. 3.8PCh. 3 - Prob. 3.9PCh. 3 - Prob. 3.10P
Ch. 3 - Prob. 3.11PCh. 3 - Prob. 3.12PCh. 3 - Prob. 3.13PCh. 3 - Prob. 3.14PCh. 3 - Prob. 3.15PCh. 3 - Prob. 3.16PCh. 3 - Prob. 3.17PCh. 3 - Prob. 3.18PCh. 3 - Prob. 3.19PCh. 3 - Prob. 3.20PCh. 3 - Prob. 3.21PCh. 3 - Prob. 3.22PCh. 3 - Prob. 3.23PCh. 3 - Prob. 3.24PCh. 3 - For a given sandy soil, emax = 0.75 and emin =...Ch. 3 - For a given sandy soil, the maximum and minimum...Ch. 3 - Prob. 3.27PCh. 3 - Prob. 3.28PCh. 3 - Prob. 3.29PCh. 3 - Prob. 3.1CTPCh. 3 - Prob. 3.2CTPCh. 3 - Prob. 3.3CTP
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- A reinforced concrete beam with b=300mm, h=670mm,and d=600 mm, having a span of 7.3 m, can be considered as a fully fixed at the left support and simply supported at the right end. It is reinforced for positive bending with 8-16 and for negative bending with 4816 plus 418. Calculate the collapse load using the plastic hinge method.arrow_forwardCalculate the collapse load (P) for the two fixed ended beam shown below. Use equilibrium method P 2 m 4 m L=6 marrow_forwardPlease use virtual work/ force method as I am struggling with that particular concept.arrow_forward
- The anchor from Part A can also fail in shear in the circular head, as shown (Figure 3). What is the minimum thickness tt required for the head to support the allowed load PallowPallow = 15 kNkN if the material fails in shear at τfailτfail = 30 MPaMPa ? Use a factor of safety F.S.F.S. = 2.2.arrow_forwardFind three sites on the www related to reinforced concrete (other than thoselinked to the Syllabus). For each site, provide a written description of the sitecontent and the site’s URL.arrow_forwardVisit the course web page on Canvas. Find the document where the advantagesand disadvantages of reinforced concrete are listed. Provide at least three additionaladvantages and three additional disadvantages. Justify your answer.arrow_forward
- Max. Flow rate from catchment area=0.25 m³/s drain to road (one side road) having roof section with longitudinal slope %1, n=0.016, cross-section slope %1, 24 m width of road, 0.15 m curb stone. Gutter data: 7 cm high of water. 1-What is the capacity (or Max. flow rate) for this road? 2- With 0.5 m3 /s is it flood? 3-Whate is the clear zone in case Q=0.5 m³/s?arrow_forwardEstimate Q inlet for curb inlet in sump, If y=5 cm, L=0.5 m and %13 clogging.arrow_forward3020,220 30 30m 120 Design inlet system for the road in figure below. C=0.93, i=65 mm/hr, Gutter data: y max.=9 cm, n=0.016, k=0.38, slope %1, Z=40, (space-bar-2 cm). Estimate inlet type. elevation in points (a-82.1, b=82 m), in point t rain water depth in point f>3 cm in u turn >5.5 cm. Sag point in S. Drow curbstone DATE DATE 5 100 Median strip 10 %1 d 72arrow_forward
- Estimate Q inlet for grate inlet in sump, If w=0.4 m, L-0.5 m, y=5 cm and opining space 3 cm and bar width= 2.5 cm %12 clogging.arrow_forward12:39 You HD ⚫2 February, 10:33 am GE342 Physical Geodesy Quiz 1 Tuesday 30th January 2024 Duration 1 hour Ill. 68% Question 1 A spherical triangle ABC has an angle B = 90° and sides a = 50° and b = 70°. Find A, C and c (9) Question 2 Given two cities: Los Angeles (34°15′ N, 118°15' W) and Jakarta (06°20'S, 106°10'E). a. Find the length of the great circle arc connecting the two cities. (7) b. What would be the azimuth setting for an airplane flying from L.A to Jakarta? (6) c. What would be the azimuth setting for an airplane flying from Jakarta to L.A? (7) 29 ← Replyarrow_forward11:49 Question 1 a. What is Geodesy? (2) b. What is physical geodesy. (2) .ill 73% c. Write short notes on the linkages physical geodesy has with each of the following: 8 marks Oceanography i. ii. Geophysics iii. iv. Geology Hydrology d. Define the following surfaces and draw a sketch showing the relationship between them. Geoid, reference ellipsoid, topography. (2+2+2) e. The following points had their ellipsoidal heights measured, compute their orthometric heights given the geoidal undulations: (2) Name TP5 ZQ135 Latitude Longitude Ellipsoid hgt. -12.61179 28.18421 1263.995 -12.80345 28.23022 1215.166 Geoidal undulations -6.715 -6.684 Question 2 (8+6+6) The following coordinates were given on a spherical earth with a radius of 6378000m, find a. The shortest distance between the points b. The azimuth from A to B c. The azimuth from B to A Latitude Longitude A 52°21'14"N 93°48'25″E B 52°24'18"N 93°42'30"E Question 3 (20) Two points lie on the same latitude as shown below: Point…arrow_forward
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