A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1is 65 mm. L2 is 125 mm, and the cross sectional area of the angle is 929 sq.mm. Fy-248MPA and Fu -400MPa. Gusset Plate Alowable Stresse Alowable tensle stress igos ara)0.60F Alowable terele stres net area)0SOF. Alowable sheer stress (net are)0.30F. Determine the value of P based on net area using a strength reduction coefficient of 85% O 138.24 N O 140.14 kN O 157.93 kN O 304.00 N Next

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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.