By using the method of Stiffness Matrix, determine the slope and displacement at point C. Take El as constant.

Q: Define the term capillary fringe.

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A: Given that:

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Q: lok lok 10 7' 6' 7'A

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Q: An explanation of CF cards, or CompactFlash, would be much appreciated.

A: Compact Flash Cards commonly abbreviated as CF cards are basically memory cards which were…

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A: fc'=5000psify=60ksicover=2''bars 3#8 As=0.79 in2

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Q: Determine external indeterminacy

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Q: Q3. If ā = 3i – 9j + k, and w = -i+ 8k Comput |2a – 3w|.

A: a=3i-9j w=-i+8k

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A:

Q: What area of steel is provided (per ft width) for No 6 @ 9"o.c.? O 0.66 in² O 0.88 in² O 0.59 in² O…

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Q: Determine maxium principal plane

A: We have to determine the maximum principal plane.

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Q: Exis Draw AnFud_Sfedand BiGadf yookn +8okn -80KN

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Q: Situation 21: A square tied column carries a factored load of 2800KN. It will be designed using…

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Q: (1) 21" 3". 4#9 14" (1) Ec = ? (2) fr=? (3) Mer=? #4 (4) When M = 70 (5) & Mn = 2 fl=5 ksi Grade 60…

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Q: 1.Determine V&M equations and diagrams 300 lb 80 Ib/ft A ID to TB 4 + 8' 6' Ay Су Shear diagram

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Q: Typically, internal draft angels in forging are about ________. Group of answer choices 1-3 degrees…

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Q: L = 14 in. PA L = 16 in. ds da Ps d1= 2" d2= 2.375" d3= 2.25" d4= 2.5"

A:

Q: 0-075 m 0075 0075 2.50 m

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A: Given data:-

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Q: What is the vadose zone, capillary fringe zone, and phreatic zone

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Q: 120 FND o Centrid 7,5 O Maneat of licrtia b, ly 300 SECTION MODULIS , Sx, Sy O rakius of gyadiom, Tx…

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Q: h = 10⁰ -xx=666 in ly=426 in 21'-0" 28-0 L=? 1. Given the allowable stress table for wood timbers…

A: b = 8 in h = 10 in  Ix = 666 in4 Iy = 426 in4

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.