tural tube that has a 380-mm outer diameter and a 12-mm wall thi a time when the resultant of the wind pressure is 12 kN located at C of the billboard, determine the shearing stresses at point H.

Q: The copper pipe [G = 5,000 ksi] has an outside diameter of 3.750 in. and a wall thickness of 0.250…

A:

Q: I03 The floor beam system shown in Fig (1), 3m carries a live load of w =6 KN / m2, 0.3 in…

A:

Q: average

A:

Q: A steel penstock has a 36-in. outer diameter, a 0.5-in. wall thickness, and connects a reservoir at…

A: Given:Outer diameter= 36 inchthickness= 0.5 inchh = 600 ftRequired:Maximum normal and shear stress

Q: The structure supports a distributed load of w. The limiting stress in rod (1) is 320 MPa, and the…

A:

Q: A simply supported prestressed concrete beam is 6 m long and 300 mm wide. Its gross depth is 600 mm.…

A:

Q: Q6. For the beam and loading shown in Fig.(2). Consider section (n-n) and determine A. The largest…

A: Load, V=45kips Part A(in2) Y in2 Ad2(in4) I in2 Flange 6.00 4.7 132.54 0.18 Web 3.30 0 0…

Q: Situation ili: The concrete pad shown in FIGURE SOM-003 is subjected to uniform loads. L=1m, La= 1.5…

A: Determine  1. Maximum shear force in the slab.  2. Maximum moment in the slab.  3. Location of zero…

Q: The copper pipe [G = 5,000 ksi] has an outside diameter of 3.750 in. and a wall thickness of 0.250…

A:

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.