90 MPa 30 MPa (d)

Q: For the same beam and loading case in Figure Q1, where within the cross-section will there always be…

A:

Q: Determine the force in the bars BC, BF and EF, use the method of sections, draw and the solution…

A: Step 1: Step 2: Step 3:

Q: 180.0 40.601 7. One grid line = 1 foot. 2. Draw the arrows and label the reaction forces. Label the…

A:

Q: A beam has a cross section show below. If the stress at point P is 30Kpa , calculate the value for…

A: Given values Shear stress = 30kpa Shear force, V= ? Formula used -> shear stress = V*Yc*A/INA*t…

Q: Using the method of joints, find the reaction forces at the supports and the force in each member of…

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Q: Using the method of joints, determine the force in each member of the truss shown. State whether…

A: Draw FBD of:

Q: Resolve each force acting on the gusset plate intoits x and y components, and express each force as…

A: Consider F1

Q: Find the normal tensile stress in sections AB and BC in the system below if load P is 7500 Ibs.…

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Q: Which of the following most nearly gives the shearing stress on the diagonal AB? Select the correct…

A: ( Note : The text and diagram for given question has two different values for height of the block.…

Q: Three planks 20 by 120 mm are nailed together to form an I-shaped beam that is subjected to a…

A: determine a)The shear force in each nail; b)The maximum shear stress in the beam.

Q: 6.

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Q: Problem 4 Determine the forces in the members indicated by x. 100 k

A: Since the given loading is symmetrical the reaction at the support will be half of the total load…

Q: Q.3) The deformed (distorted) shape of a square block subjected to normal and shear loads is shown…

A: Length of AD and BC, Length of AC and BD, Length of AD', Length of BB', Length of CC', Angle between…

Q: AZ B Ф q С

A:

Q: Determine the force in the bars BC, BF and EF, use the method of sections, draw and the solution…

A: Step 1: Step 2: Step 3

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.