Sm 6m 16 m 12 m

Q: Calculate the stress in Mpa at the top and bottom experienced by the beam shown in the fixed end if…

A: Let the moment at the fixed end be MA [CCW].   Applying moment equilibrium about A, w can write:…

Q: SITUATION 1 The system below is consisting of two solid circular cross-section bars AB and BC,…

A: The length of member ABC  = 1700mm.Diameter of bar BC, ∅BC = 50mmLength of bar BC, LBC =…

Q: 60 kN 10 kN/m 60 kN 4 m 3 m 5 m 5 m 3 m Analyze the above symmetrical structure under the given…

A: Now, tanθ=PB= 34sin θ = PH=35cosθ=BH=45

Q: Consider the retaining wall shown in the Figure below. Calculate the Coulomb's active force per unit…

A: Calculate the Coulomb's active force per unit length of the wall and the location of the line of…

Q: An I shaped prestressed concrete beam spanning 30 m has an effective prestress (just after transfer)…

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Q: 120KN 75KN/m A. 6m By 6m Analyze the structure using Consistent Deformation Method and draw the…

A: To analyze the structure using consistent deformation method

Q: Examine the rotational stability of the wall below 3 m 32 y=20 kN/m' $ = 36° For the right side: 6 =…

A: Given: A retaining wall as shown below Required: To examine rotational stability

Q: 13.22 Consider the retaining wall shown in Figure 13.38. The height of the wall is 9.75 m, and the…

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Q: Given the cantilever gravity retaining wall supporting a backfill of coarse-grained soil as shown.…

A: Given:  angle of surcharge β=8°angle of friction ϕ=25°unit wt  γ=19 KN/m3 ;  h=6.3 m ; H=6.2+0.9=7.1…

Q: 150 MM Q1/ 30 MM 60 MM IF : N.A |= 27 * 10° mmª 120 MM V= 19.5 KN Determine the maximum and minimum…

A: Width of flange (B) = 150mm depth of flange (d) = 30mm N.A from top of section= 60mm Width of web…

Q: ) Determine the moment about the base of the retaining wall. 20° 4m y = 16.5 kN/m³ 4' = 30°. 2.5 m 0…

A: Earth pressure is the pressure exerted by soil in lateral direction. It is dependent on various…

Q: 3. Calculate the overturning moment about the front bottom corner and sliding force agames the wall…

A: Data given: Asked: Over turning moment about the front bottom corner Sliding force against the…

Q: A long retaining wall is braced by wood shores set at an angle of 30° and supported by concrete…

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Q: Solve the axial forces of the members indicated in the box below 50 KN 75 KN 25 KN 3.00 m 3.00 m…

A: To find force in member AE,BC,CE,FG

Q: Question attached

A: Ka1=1-sinϕ1+sinϕ=1-sin301+sin30=13Ka2=1-sin901+sin90=0at section 1-1total stress=0pore water…

Q: The figure below shows a 6 m retaining wall in a non-homogeneous soil. Determine the total active…

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Q: Q1/ 60 30 MM MM IF : N.A |= 27 * 10 mm 120 MM V= 19.5 KN Determine the maximum and minimum shearing…

A: in question 1   given dataI=27*106 mm4V=19.5KNy=60mm=NA shearing stress for T section is given…

Q: SITUATION 3 Consider a 8-m long, 8-m-wide, and 2-m-high above ground swimming pool that is filled…

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Q: A retaining wall is shown in Figure 11.22. Determine the Rankine active force, P, per unit length of…

A: The values and diagram given in the question are as follows: (a) Length of the retaining wall(H)=12…

Q: The structure is worked up by El-Centro earthquake with zeta=five%. it's far required to investigate…

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Q: A vertical retaining wall 8.8 meters high retains a horizontal backfill having the following…

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Q: Analyze the beam 4P (kN) 2P (kN/m) 80° 3m 3m 4m 3m

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Q: Compute the reactions at supports for the following structures using slope- deflection equations. |…

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Q: tural tube that has a 380-mm outer diameter and a 12-mm wall thi a time when the resultant of the…

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Q: A 6 m tall cantilever wall retains a soil that has the following properties: c' = 0, Ø = 30o, and ϒ=…

A: Given: The height of the wall is 6 m. The cohesion of the soil is 0. The angle of internal friction…

Q: Determine the slope at A and vertical displacement at B 10 kN/m B 3 m 4 m A - 4 m Resultant reaction…

A: As a result of vertical displacement, uplift and subsidence occur as the result of moving land…

Q: Determine the shear stress 30mm above the neutral axis. (MPa)

A: This Question has been taken from RCC

Q: A concrete retaining wall (ye=150 lb/ft') supporting a cohesionless backfill and surcharge pressure…

A: yw=62.4lb/ft3 , yc=150 lb/ft3Pa=Active pressure=…

Q: Calculate the total active force acting on a vertical wall 5m high retaining a sand of unit weight…

A: It is required to find the total active force acting on the wall and it's location.

Q: A retaining wall supports a horizontal backfill that is composed of two types of soil. The first…

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Q: 2. At what angle 0 must the 800 lb force be applied in order that the resultant R of the two forces…

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Q: If M=50 kN-m, what is the bending stress at the center of the upper hollow circle about the z-axis?…

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Q: If FA = 40 kN and FB = 35 kN, determine the magnitude of the resultant force and specify the…

A: Given:- FA=40kN FB=35kN To find:- x,y,FR

Q: The top of a rectangular gate 1.20 m wide rest against a vertical wall at A. The bottom of the gate…

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Q: 125mm Determine the maximum and minimum shearing 25mm stress developed in the web of the wide-flange…

A: Shear stress is the type of shear that creates the shearing surfaces glide towards in opposite…

Q: Y=15 kN/m O'-28° 4m G.W.T. Yu 20 kN/m d-33° 4m The above figure shows a concrete gravity retaining

A: Hello dear this is the solution of your problem The answer is found to be Resultant active…

Q: ground surface y = 16.5 kN/m3 $ = 30° %3D 3m water table Ysat = 19 kN/m3 $ = 30° 3m

A: The answer of this problem is found to be Force=132.18KN per metre length For explanation please see…

Q: A vertical retaining wall with smooth surface is 12 m high and retains granular soils. The surface…

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Q: Determine the stress in member dg. 13.33 KN (T) 21.33 KN (C) 14.17 KN (T) 52.00 KN (C) 8 kN MTM None…

A: Given:- A truss is given, The magnitude of the vertical force at B = 16 kN The magnitude of the…

Q: A masonry dam 60cm on top and 3 m at the bottom and 7 m high has water 5 m deep acting on its…

A: As per company's policies We are supposed to answer only first question.  Kindly post other…

Q: Calculate the member forces of the loaded structure. 60 kN D 40 kN 7 m

A: According to given data To calculate the member forces of loaded structures

Q: 4.1. Determine the collapse load factor a for the propped cantilever beam ABCD shown in Figure P4.1.…

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Q: A vertical retaining wall 6m high is to support a cohesionless soil having a unit weight of 15.5…

A: Given data: Height of the reatining wall (H) = 6m Unit weight of the soil = 15.5 kN/m3 Cohesion of…

Q: Q4) for retaining wall shown in Figure No. 3. Find the following: 1 m+ SandSoil W1 Y=18 kN/m3 p=30°…

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Q: 1. Assume that the retaining wall in the figure can yield sufficiently. Plot the distribution of…

A: Solution; Given Data; γ=16 KN/m3c=0φ'=35°γsat=19 KN/m3

Q: A wall footing 1 m wide carries a uniform load of 300 kN/m of wall length. Soil weights 16…

A: ASKED: To determine the total increment in load at the edge of a wall footing at given depth.…

Q: Problem 2: The shaft is supported by smooth journal bearings at A and B that only exert vertical…

A: allowable bending stress is  200 MPa.

Q: SITUATION 1| The system below is consisting of two solid circular cross-section bars AB and BC,…

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Masonry wall construction

Masonry walls of various sorts are utilized in building construction. Masonry walls are the most enduring feature of any structure or building. It separates a structure from the outside world. In masonry construction, the common masonry materials used are building stone, brick, cast stone, glass block, and concrete block. Masonry construction is a type of construction that has the highest durability.