heiznos 2 21sllo g ai T016 bne & bas bonnic 80 kN 20 kN/m B. D -15 m- 12 m- 8 m- 12 m

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Q: Point B.S. (+) 0.39 I.S.F. (-) F.S. (-) ELEV. --1- HI. B.MA. 82.1 0.61 TP.1 1.88 1.13 2.06 --5- 2.41…

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Q: 6/6What is the Shear Force at support ?A 3 kN/m B C 2 m 4 m 12 KN 48 kN O 24 KN 6 KN

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Q: roblem 1 : Given the following the differential level notes: STA Backsight (BS),m Ht. of Inst. (HI),…

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Q: lokN 4KN 7KN 12KN OA 16k sm tumtrfmt 1-5m

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Q: MEMBERS BE, CE, & BC BEST STARTING JT. FOR BE, CE, & BC IS AT JOINT E COMPLETE WORK WITH FBD

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Q: Use 3ME Method 2 14KN/ 25 Im 2M 714 kN/m Im

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Q: a А В

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Q: A 2EI 2 m EI 4 m ✓ 12 kN/m 4 m 16 kN 2EI 4 m EI 4 m IITTI D

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Q: Q2: For the beam shown in Fig.(2), find the reaction forces at supports A and B?

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Q: Amlyine the slop (reotechaiceut Cross suten 8-B Detyn). s 5. o'5.5, .30 m elay) -15:6-5, r36 0-5 5m

A: p denotes pressure in KPa

Q: Calc forces HG ,HB,BG and BC

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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.