Identify the loading diagram for the given shear force diagram. 9.60 AN 5.6 kN 4.40 KN 2m 5m 3m (A)

Q: 5 KN 2.5 kN/m -3m- 8 R₁ 1. The vertical reaction @ right end support is KM E. 14.5 F. 17.5 2. The…

A: Note..  Whenever students post multiple parts questions, expert s can have rights to answer only…

Q: draw shear and bending diagram 40 kN 12 kN/m 5 kN/m 1.5 50 kNm A 2 m 6 m 2 m

A: Given that,

Q: Situation #5: Determine the minimum diameter of a solid steel shaft that will not twist through more…

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Q: 20 KN 니0kN 2.5m 3m 2m

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Q: 4 kN/m 5 kN 1m 2 kN.m 2m 2m 2m 2m

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Q: PDL = 15 kN/m , PLL = 5 kN/m 2 - 16m 4m 5m 3m

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Q: 5 kN 20 kN/m B. -211 3 m

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Q: Identify the loading diagram for the given shear force diagram. 9.60 kN 5.6 kN -4.40 kN 3 m 2 m 5 m

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Q: l = 20'0" w = 2 kips / ft Beam: W21 x 50 FIND: - Maximum Shear - Maximum Moment - Maximum…

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Q: 2. 20 KN/n 4m Am

A: Draw free body diagram of the given beam Find the redundancy of the beam. No. of reactions - no. of…

Q: 1. Determine the maximum shear, and major and minor principal stresses. G = 3000 psf 1 = 500 psf 6 =…

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Q: 30 kN 20 kN/m A C 5m- -2m -250mm- BEAM SECTION Draw the shear and moment diagrams. 400mm-

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Q: 3. The shear diagram of a loaded beam is shown. Determine the following: a. Total vertical load in…

A: Shear force diagram of loaded beam is given and it has been asked to determine total vertical load…

Q: Determine the Maximum positive shear from the shear diagram. Attach here the shear diagram and…

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Q: 2. Draw the shear and diagram and show complete solution. W1 = 150KN/m W2 = 90KN/m P= 210KN P KN 4m…

A: Sign conventions: Shear force : clockwise +ve                     Anti clock wise -ve. Bending…

Q: A gate 1.60m wide and 2m high has water on one side and is inclined 45 degrees with the horizontal.…

A: The correct answer is 69.29 kN

Q: 23/Find the maximum shear stress. 4 kN/m 5 kN Im 2 kN.m 2m 2m 2m 2m 5 mm E=200 GPA 20 mm -50 mm-…

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Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN C - В 25…

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Q: For the system shown below, find the internal shear force at 1 m from the roller support. | 10 kN 6…

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Q: Calculate the resultant force (kN), given wl38 kN/m, w2-16 kN/m, LI=7m and L2-10 m w2 kN/m wl kN/m…

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Q: . Compute the largest shearing stress in section n-n. 75 mm 200 kN 200 kN 50 mm 250 mm Neutral Axis…

A: Given : Symmetrically loaded simply supported beam T section ( inverted)

Q: Calculate the axial normal stresses in section 1 and 2. A (1) 30 kN (2) 10 kN = 20 mm d, = 15 mm %3D

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Q: respect to point A. 14 KN fent of the force system shown in Fig. (1) with 60 kN 4 3 18 m 400 kN.m…

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Q: Find the stresses at point C. 1.5 m 2.5 m 250 mm 125 mm 1.5 m 50 mm 50 kN/m 2 m

A: The beam is a horizontal member of the building or structure. It can use to transfer the load from…

Q: Solve for shear force at 10 meters from A

A: To determine the shear force at any point of the beam. First, calculate the support reaction for any…

Q: 5. A tank contains a gate 2 m tall and 5 m wide as shown. The tank is filled with water to a depth…

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Q: (b) Draw compel shear force diagram aH diagram of the given figure. 9KN/m 5 KN 3 KN/m 3m 1.5m 2.7m…

A: For drawing the shear force and bending initially we need to calculate the reaction of the beam with…

Q: 2/86 If the resultant of the loads shown passes through point B, determine the equivalent…

A: Couple: A couple of a system is defined as the force with a resultant moment but no force. Due to…

Q: For the beam shown, what is the value of the shear diagram just to the right of B? 30 kN 15 kN…

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Q: A rectangular plate 12 ft long and 8 ft wide is submerged vertically with the longer edge in the…

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Q: Determine the Maximum positive shear from the shear diagram. Attach here the shear diagram and…

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Q: A wooden beam has a width of 150 mm and 300 mm depth loaded as shown. The maximum allowable flexural…

A: So, Option (a) 18 KN-m is Correct.

Q: Draw the shear force and bending moment diagram for the following loading diagram as given below. 9…

A: It is asked to draw shear force and bending moment diagram.

Q: Situation 1: Six steel cables support a circular moulding of diameter 2 m. The cables are spaced…

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Q: H.W 4 Determine the equivalent resultant force of the system and specify its location measured from…

A: To find resultant and it's location from A

Q: A circular gate 1.2 m in diameter is inclined at an angle 30 deg. Sea water stands on one side of…

A: Given:Diameter of gate(D)=1.2 mAngle of inclination of gateθ=30°Specific gravity of sea…

Q: Problem 4. The gate below is 1.5 m wide and hinged at point B. It rests against a smooth wall at…

A: Given :

Q: Draw shear and moment diagrams 15 kN 10 kN/m 20 kN - m B -2 m m- -2 m-

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Q: A rectangular plate 12 ft long and 8 ft wide is submerged ver tically with the longer edge in the…

A: Given data, Length of plate = 12ft Width of plate = 8ft

Q: Situation #5: Determine the minimum diameter of a solid steel shaft that will not twist through more…

A: θ permissible = 3° Length = 6m Torque = 14kN-m G = 83GPa   It has been asked in the question to…

Q: The wide-flange shape has dimensions of b; = 7.30 in., t = 0.9 in., d = 18.1 in., and tw = 0.6 in. A…

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Q: If the resultant of the loads shown passes through point B, determine the equivalent force-couple…

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Q: A vertical rectangular gate is 1.5m wide and 3m high. The top of the gate is 2m below the water…

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Q: 5 m 5 m 2m 2 m 12 kN 4 kN 12 20 -20 -12 -4 kN Shear Diagram LLI B

A: Shear force diagram is the representation of forces on beam and their variation with respect to…

Q: A vertical bulkhead 4.8m wide divides a storage tank. On one side of the bulkhead petrol (S.G. =…

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Q: For the system shown below, find internal shear force at 1m from the roller support.

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Q: Situation 11: A transmission tower is subjected to the wind loads shown. 5 KN 7 kN 3 kN THEE pem 1.5…

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Q: The cantilever beam shown in Fig.2. is uniformly tapered along its length in both x and y directions…

A: The compression strength means the material or structure's ability to resist loads that tend to…

Q: QUESTION 2) An inclined frame system subjected to the horizontal wind load 40KN/m and a singular…

A: Reactions :-  ∑Fy=0⇒Ay+Cy=80                              (1) ∑Fx=0⇒Ax+40×3=0Ax=-120 kN ∑MA…

Q: A circular gate 1.2 m in diameter is inclined at an angle 30 deg. Sea water stands on one side of…

A: To determine: 1) The total force acting on the gate 2) Location of point of action of the resultant…

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.