What will be the filter thickness to increase the safety factor (left sheet pile) against boiling to 4.5 (filter saturated unit weight is 24.4 kN/m3). 9 mWater level5 m8 mWater level2 mI4 m4 m1.5 m3 mPermeable Sand75 m>-1 mCD24 m4 mWater level5 m▾B8 m4 mImpermeable Rock-2 m

Answered: Image /qna-images/answer/805afda0-1302-47d0-8014-49c58305b1d6.jpg

Answered: 9 m Water level 5 m 8 m Water level 2 m…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant R at A. The couple is positive if counterclockwise, negative if clockwise. 1.90 KN 0.69 m 2.27 m- 66° A 1 L--x 490 N·m 1.34 KN 0.13 m 0.13 m
aNSWER THIS PLEASE REFERING TO THE ANSWER
The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) AB 75°14'47" 519.674 BC 455.265 CD DE EA Interior Angles A = 12°25'31" B 48°19'25" 433.426 C = 126°37'24" 425.558 D = 46°03'36" 109.434 E = 306° 34'19" Part A Compute the preliminary azimuths. O AZAB = 57°14'47". Azpc = 303°34′09", AzcD=250°11'30". AZDE=116°15'03". AZEA = 242° 49'19" O AZAB = 75°00'47", AZ BC = 303°00'09", AzcD = 250°00'30", AZDE = 116°00'03", AZEA = 242°00'19" O AZAB = 75°14'47". AzBc = 313° 34'09", AzcD = 25°11'30", AZDE = 116°10'00", AZEA = 224° 49'19" O AZAB = 75°14'47". AzBC = 303°34'09", AzcD = 250°11'30". AZDE = 116°15'03". AZEA = 242° 49'19" Part B Compute the unadjusted departures. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA= Part C vec IVE ΑΣΦΠ ← A Compute the unadjusted latitudes. Express your answers in meters to six significant figures and separated by commas. AB, BC, CD, DE, EA= ΠΑΠΑΣΦ Π vec ^ A ? ? m, m, in mi,…
For Problems 2.42 to 2.44, determine the cracking moments for the sections shown if f! = 28 MPa and the modulus of rupture is f, = 0.7 Vf. with f, in MPa.
The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18
1. K HW # G KN/m 80 m 2 120 3 EI= 2x10 KNo m² Use only Direct KN 90 KN.m Tom Method Integration = BA Өв Scenter
Construction Surveying
1. IRN 12kN 30° I kn\ 5M |2kN 60⁰ 3RN 5M 60% E + 2kN 5μ 30 2 KA G गीता Determine using method of section the nature of forces AB, AC, BD, CD & CE
Example 10.1: - SP and Resistivity (shallow and deep) logs are shown in Figure 10.1 in front of sandstone formation. And from the following information: Rmf= 2.0 @ 70 °F, surface temperature 60 °F Rm = 2.5 @70 °F, TD = 10500 ft, BHT = 164 °F, d;= 33 in Find Rw value by: 1.) Chart. 2.) Equation. SP RESISI IVII Y SO SHORT NORMAL INDUCTION Figure 10.1 SP and Resistivity Logs 8100 8200
Calculate the support reactions in the continuous beam shown in Fig. P.16.30 using the moment distribution method; the flexural rigidity, El, of the beam is constant throughout. Ans. RA= 2.7 kN, Rg=10.6 kN, Rc=3.7 kN, MA=-1.7 kNm.
Detrmine the reactions at the supports A and B of the structure shown in Figure below. Draw FBD for your solution. Support A is a hinge and B is a roller.
problem 2.55

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9 m Water level 5 m 8 m Water level 2 m I 4 m 4 m 1.5 m 3 m Permeable Sand 7 5 m >-1 m C D 24 m 4 m Water level 5 m ▾ B 8 m 4 m Impermeable Rock -2 m