Write the V and M equation of the beams loaded as shown and the diagram. Then repeat the method using area method. SHOW ALL DIAGRAMS NEEDED AND STEP BY STEP WORK. I WILL UPVOTE 30 kN/m R1 2 2 1 R2

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A: Hgwgwiwjwywytwg wjwjywywywjw jhwywuaiyfajakaiagag kajahayayaya kaiastywgwjwbejej wjsyeyheuttttuu

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Q: J.74 3.45 (FS) GATEAT BM-1 Elev 568.75m) 1.28 BS) 3.32 (FS) TP- 1.85 (BS) 479 FS) 3.92 FS) 785) TP-2…

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Q: STA BS HI FS IFS ELEV ВМ1 3.92 328.7 0+00 3.3 1+00 3.8 2+00 2.8 3+00 2.5 TP1 4.37 5.03 4+40 3.8 5+00…

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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.