the right. (-x* rotation code that will rotate the object on the left to match the object on 1+X) F+Y -Z 1+Y) 1+X) +X -21 1+X

Q: What is Non-Dot Standard Specification?

A: Specification of Non-Dot Standard:

Q: Define CMM.

A:

Q: What is wrong with the picture at right?" (<25 words) YES! Safel NOI Unsafel

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Q: Convert 24 inches to feet.

A:

Q: 13.1500 13.1500 4 0000 - -2.0000 4.0000 -3.3500 0.0000 2.0000- 3.8000 -3.3500 2.0000 2.0000 2.0000…

A: We need to find out One Way Slab and Two way slab If Ly/Lx is equal to or more than 2 then One way…

Q: ccuracy, precision, Systematic and random errors.

A: The concept where the idea of the extent of  closely a measurement or observation comes to measuring…

Q: what are the USCS group name for each of the four gradations

A: Given: Specimen LL PL PI Cc Cu 1 53 24 29     2       1.05 95.52 3 27 16 11 3.06 28.34 4…

Q: BEAUTIFUL 01/ Construct Polynomial Forth function gases in cas, within [0, 1]ns4

A:

Q: Assignm R= Station 18+26 18+00 17+00 16+00 15+68 3: For Arc 0 Deflection Angle (DMS) 0°0'0" Chord…

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A:

Q: Convert 36° 19' to decimal degree form.

A: Given data: θ=36∘19'

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.