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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From the given profile levelling notes: STA BS FS IFS ELEV BM1 0.95 225.54 3.13 2.34 TP1 3.13 0.64 2.72 4 2.81 3.19 6. 0.55 7 0.85 ТР2 2.16 1.28 8. 0.99 9 1.23 10 21.7 11 2.83 ТРЗ 0.82 2.37 ТР4 1.35 3.54 12 3.66 BM2 1.24 a. What is the difference in elevation between 5 and 2? b. Calculate the elevation of TP2. c. Calculate the elevation of BM2.
Find degree of static indeterminacy
1. Draw SD,BMD for the following if settlement at B reach to 10 cm. I5 AN El-cotant
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
Try to solve and illustrate the problem
Asap Determine principal stress.
USE FOUR DECIMAL PLACES IN FINAL ANSWER
Dont give wrong answer will dislike for sure
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,…
i need clear ans and solve very very fast in 20 min and thank you | ᴅʏʙᴀʟᴀ ?✨؛
SOLUTION. Wo = 6.16 kN/m L = 5.17m EI y = ? A 7/2 LLLLLLLL Wo 4 4₂
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

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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