90 MPa 30 MPa (d)

Q: 270 N 0.40 m 1.24 m 270 N 270 N

A: We have to determine the value of equivalent force couple system at O according to the given data.

Q: Solve by joint method. Should correct

A: Given Data Determine the forces in each member using Method of Joints.

Q: a) The equivalent forces of x-component. b) The equivalent forces of y-component. c) The resultant…

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Q: Simply-supported beams with overhangs 10 m 40 kNm B +4 10 m 800 R q=5 kN/m 8 m D

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Q: METHOD OF JOINTS - PROBLEMS PRACTICE: Determine the force in each member of the Truss shown in the…

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Q: For the beam shown: 1. Draw the free-body diagram (FBD) and determine the reactions at the supports.…

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Q: Draw axial , shear and bending moment

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Q: er shaft for a small yacht is I bar 104 mm in diameter. shear is 48 MPa, and the al

A: Given

Q: 4. Find the Forces OF members BE CE, using and MOJ. TookN 50 kN 400 40° E 5m

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Q: how to solve this? missing resultant and missing angle of one force

A: Given data,  F1 = 205 kN Angle of F1 with Y Southern = θ Resultant angle with x = 30° To find out…

Q: Assume that the clamp shown has been tightened on wooden planks being glued together until P= 360 N.…

A: Given,  P = 360N

Q: The 400mm x 400 mm square concrete column is reinforced by 6 - 25mm diameter steel bars. If the…

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Q: The mechanical system consists of two identical steel rods (A = 30 mm?, E = 200GPa, a = 15×106/°C)…

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Q: The post having the dimensions shown is subjected to the load P. Specify the region to which this…

A: Equivalent forces system Free-body diagram:

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: Determine bending moment

A: Given data : Width (B)=2 inDeep (D)=4 inBending stress (σ)=20000 psi

Q: Shear Question Factored shear force of 140 kN is applied on a beam having breadth 250 mm. The beam…

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Q: 2 m 1 m 25KN

A: To find out the shear for at T.

Q: Replace the parallel force system acting on the plate by a resultant force and specify its location…

A: Given: The system of parallel force acting on the plate by a resultant force.

Q: F E B 3,2 KN 2.0r G 2. 0 m 8 KN H A 1.5m 1.5 m 1.5m 1.5 m

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Q: 169. Problem Calculate the force in element AD using the method of joints. 5kN 10kN IN 1021 Im k 2m…

A: Objective: To determine the force in element AD using the method of joints.   The FBD of the truss…

Q: Several forces are applied to the pipe assembly shown. Knowing that each section of pipe has inner…

A: Solution Given Data

Q: solve by joint method or sections

A: Given- a truss carrying a horizontal total at a joint D Support A is hinged and support E is…

Q: Two forces are applied to the construction bracket as shown. Determine the angle theta which makes…

A: Draw the figure.

Q: Draw the EGL and HGL of the following diagram.

A: EGL: Energy grade line is the line joining the total pressure including velocity head and pressure…

Q: shear force and bending moment

A: Draw shear force and bending moment diagram.

Q: Determine (a) the x, y, & z components of the 500 N force, (b) the angles 0x ,0y, & 0z that the…

A: To find x ,y and z component of 500N force

Q: CD CB= 200# Link CD is in (Assuming shown directions as correct) Tension Compression

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Q: Resolve force in X direction

A: Given data : The value of force F1=250 lb The value of force F2=375 lb The value angle with Y axis…

Q: —4'— 100 1b/ft 300 lb —4'2'2'.

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Q: Determine the shear strain yxy at corners A and B if the plate distorts as shown by the dashed…

A: Consider the following figure.

Q: Find the force in the x-y direction, the net force, and the angle of the net force relative to the…

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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.