4. The exterior angles of a traverse were measured using a theodolite and the readings are given below for the first three stations. If bearing of line PQ is 10°30' calculate and write the bearing of the line QR. Station Exterior angle 202 30'20" Q 250°20'YZ" R 270°30'40" Take, YZ as the last two digits of your roll number.

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A: Use integration to compute the coordinates of the centroid of the triangle.

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A: To Determine Volume using Pappus-Guldinus Theorem.

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Q: -60 20 10 40 100- 10 -30 -15- 60

A: THE BASIC COMMANDS USED ARE 1. LINE 2. CIRCLE 3. OFFSET 4. XLINE 5. DIMENSION 6. LAYER

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Q: 4. Please present the following angle, xy= 49.9999°, in sexagesimal units.

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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.