Calculate and draw the internal forces created at H section of the bracket beam?

Q: Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system…

A: Given data  a = 46.3 KN b = 17.5 KN  A = 1200 mm2 E = 200 GPA  In virtual load method, unit…

Q: 13. The magnitide of the three forces are Fi = 1.6 kN, F2 = 1.2 kN, and F = 1.0 kN. Compute their…

A: The resultant force is the force obtained by combining a system of forces and torques acting on a…

Q: 2.0m- What is the support reaction Ve from the following figure? 10 kN 10 kN 10 kN to to Et HA -…

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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: 20 kN y 30° 45° 8 kN 4 kN O 17.43 kN O 15.66 kN O 22.98 kN O 7.66 kN

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Q: Find the support reactions and joint force of the construction, shown on the figure, if: P=12 kN, q…

A: Finding out support reactions.

Q: Referring to Figure Q1(a) until Figure Q1(e); (i) Check the stability and the determinacy of the…

A: "Since you have asked multiple question we will solve the first (B) for you. For other questions to…

Q: 3.) DETERMINE THE MAGNITUDE OF FORCE F SO THAT THE RESULTANT FR OF THE THREE FORCES IS AS SMALL AS…

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Q: 5. How do point loads and uniform distributed load be represented in SFD? a) Horizontal lines and…

A: Answer:- 5 . c 6. d 7. no clear udl mentioned over span  8. b 9. b

Q: Two columns A and B are situated 6 m apart. Colum A transfers a load of 500 kN and column B, a load…

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Q: For equilibrium, compute the force in part B and its orientation for the given gusset plate. 8 kN…

A: The free body diagram of the given gusset plate is as follows:

Q: plem 2: For the shown beam: a. Calculate the Equivalent Concentrated force FR5 KN 10 kN 6 kN/m З KN…

A: Solution:- The given diagram is shown below,

Q: Q3 50 kN 5 m 5 m. 3々 Analyze the above symmetrical otructure under the given symmetrical loading by…

A: Given: Vertical load=50kn at A  Vertical load=50kn at C  UDL=10×10UDL=100KN By using the diagram…

Q: Problem 2: Replace the loading by a single resultant force, and specify the location of the force…

A: Total load due to left triangularly distributed load is: W1=Area of left triangle…

Q: Replace this loading by an equivalent resultant force and specify its location, measured from point…

A: First, we draw the free body diagram:-

Q: Determine the internal shear force in the Beam at point B L1=7 m L2=16 m W1=12 KN/m W2=4 KN/m W1…

A: Given, A cantilever beam,

Q: 8 kN 4 kN A |D B- - 3 m 3 m -3 m

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Q: 5. The billboard BC weighing 500 kN is subjected to a wind pressure of 150 kN/m as shown. Neglecting…

A: Solution:(assume vertical distance DC=0.5m) Determine the component of the hinge forces at A and F.

Q: Replace the distributed loading by an equivalent resultant force. Suppose that wi = 2 kN/m and w2 =…

A: Loading on left half (3.0 m) span w1=2.0 KN/m    UDLLoading on right half span is varying load from…

Q: 12 KN Q 1 find stress Rod Rod D TCD ТАВ AB CD beam 10 m A uniform beam supported by two beam have…

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Q: CLO 2: The girder of a simple log bridge supports a wheel load W acting at any position along the…

A: Option B is correct in both the questions asked.

Q: Figure Q3 represents an over-hanging beam, with a pin-support at point A and a rolling support at…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: 0/5 find the normal stress at left of point B (1) B A L100 D 40 kN C 50 kN 40 mm 70 10 KN 20 mm 30…

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Q: I Determine the components of all forces acting on each member of the loaded frame. 5 kN 1.5 m 1.5 m…

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Q: The weight of the suspended pipe in figure shown is 540 N. a. Determine the tensile force in BE a.…

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Q: Determine the horizontal and vertical component at A and B neglect the weight of the beam 1.5 m 4 kN…

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Q: What is the internal normal force acting on a vertical cross-section passing through the bar between…

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Q: Q2: The sandbags on the beam create a distributed load , Find a single equivalent Resultant (R) and…

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Q: 1. Determine the resultant internal loadings acting on the cross section at B of the pipe shown. End…

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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: 30 сm ) For the given section find the foloowing : 5 cm The ultimate maximum moment . 20 34 50 34…

A: The ultimate moment capacity is generally the moment acting on the beam and also it's capacity. The…

Q: 23. Live loads and dead loads act in a horizontal direction. a) False b) True

A: Statement: Live loads and dead loads act in a horizontal direction. To calculate: above statement is…

Q: 30 kN 3 m 20 kN 3 m 10 kN 3 m 3.6 m 5 m

A: Portal Method: This method is proposed by Smith. This is an approximate method for the lateral load…

Q: Determine the Bar Forces and Type for the following members. Magnitude , KN Bar Member Type of Bar…

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Q: 3. Find the width b of the concrete dam necessary to prevent the dam from sliding. The coefficient…

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Q: Q/Complete the dam section dimensions and then find the moment of all considered forces about the…

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Q: b a d

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Q: 2–31. The beam is subjected to the two concentrated loads as shown. Assuming that the foundation…

A: Figure is as shown

Q: The section of a concrete dam retaining water is shown below. If the specific weight of the concrete…

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Q: Situation 9: An 8m deep braced cuts in medium clay is shown. The unit weight = 16.5 kN/m3 and the…

A: Excavation is the most common way of moving earth, rock or different materials with apparatuses,…

Q: force in member CD using method of section* 10 kN B 30° 60 60° 60 60 30 DE ° 2 m 2 m RA 6 kN RE 14…

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Q: Ty = 3 %3D W = 15 kN/m 不个个个 L = 24m Determine the tension (KN) at midspan.

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Q: 3) The overhanging beam supports the loads as shown in the figure. Determine the value Ely at point…

A: Given data  EI = Constant

Q: The three forces shown are equivalent to a 50-kN upward force at A and a 200-kN.m counterclockwise…

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Q: P=2,900 kN (parabolic) P=1,100 kN 0.05 0.45 m. 0.30 0.15 0.45 m. A' 0.075 EO E 0.45 m. 6.0 m. 6.0 m.…

A: Given force in Parabolic tendon, P=2900KN                   force in Linear tendon, P=1100KN,…

Q: Determine the bending stress (in Pa) at the top of the beam at point C for the beam shown below if P…

A: To Determine The bending stress (in Pa) at the top of the beam at point C for the beam shown

Q: Replace the loading by an equivalent resultant force and determine where its line of action…

A: Equilibrium of horizontal forces, ∑Fx=FxFx=250cosθ-300-500cos30°=25045-300-5000.866=-533 N The…

Q: Consider the beam shown in (Figure 1). EIEI is constant. Assume 2 and 3 are rollers. Take F = 38 kN

A: Consider the given data Consider the Fixed end moment m12=-wl8=-38×58=-23.75…

Q: The three stone blocks have weights of WA = 600 lb, WB = 150 lb, and WC = 500 lb. Determine the…

A: Assuming all the bodies move at the same time For the whole system, ∑Fx=0-P+F=0We know,frictional…

Q: 3. 30 kN 60° 0.4 m Determine the internal loading at points C and D. B 2 m D 2 m 5 kN/m 4 m C 4 m

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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.