using virchinl work Mthed EL= (0 KN, R= 1800 KN/M 4Krm Drad BM.D 600

Q: A cylindrical seil, 75 mm in diameter and 150 mm long, is axially compressed. The length decreases…

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Q: I0 KN 15 KN 10 KN E. 0.9 m C. 0.9m G IF 1.2m 1.2m 1.2m 1.2m

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Q: w kH m 2.0m PIN 15KNM 15 KN•m 2.0m RAX=24 KN 15KNM C 2.0 Roller. Find the value of w 4m Rc Ray 8m

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Q: Complete solution. Double Integration El = constant fordy 20 KN 18 kN/m Find the slope @ B,…

A: Let,RA=Vertical reaction at support A in upward direction.RB=Vertical reaction at support B in…

Q: 10 kN Calculate Moment abou -0.6 m- -0.6 m- 1. Point A 2. Point B A 227 15 KN 60 0.8 m 60° 0.4 m B

A: To find moment about point A and B

Q: 3. Determine the reaction of supports using slope deflection method. El is constant. A 20 kN/m 6 m…

A: Given Data  Find support reaction using slope deflection method.

Q: DRAW M N T DIAGRAMS

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Q: As- 1400 mm

A: Given: Ast = 1400 mm2 Pi = 1500 MPa LL = 6 kN/m f'c = 40 MPa L = 20 m To determine: Vci and Vcw at a…

Q: Solve using the yield line method and then find max..W tent M +91 M/2 LL/2-+ L/3- +13-

A: structure in the image:1. Define Node Coordinates and Member Connections:From the image, it appears…

Q: Analy ze the loaded beam shown below using Ieast assuming (EI is constant) Work method is redundant.…

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Q: Q1) By Least Work Method: Determine By with Castigliano's Second Theorem and Draw SD, BMD. 3 m B 6…

A: An overhanging propped cantilever beam is given with a fixed end at C and propped end at B. The beam…

Q: 1m RB B 2 m 153 kN/m 2m D 28 KN Question: Compute the load diagram 3m 19 kN/m E RE 2m F

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Q: A GNO-N weight Starts down a 30' inchne with an initial velscity y 3m/s. Find the velscity the…

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Q: Find the slope @ B, deflection @ C, location of max defle

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Q: The resultant of three parallel loads (one is missing) is 13.6 kg acting up at 2 m to the right c A.…

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Q: Determine the reactions of the given beam using slope deflection method. w = 25 kN/m and P = 45 kN P…

A: Given:w = 25kN/m and P = 45kNRequired:Reaction at A and BMoment at AMoment at B on span BC

Q: Solve the following problem on drawing S.F.D. and B.M.D. by hand. -2 m- B 4 m- 1.5 kN/m

A: A simply supported beam is loaded with a UDL of 1.5 kN/m 2m from A up to C. To determine  The shear…

Q: Q1/ Determine the resulting displacement of pin B. Assume: A1=A2= 900 mm2 , E1=E2= 100 GPa , a1=a2=…

A: Given Data: The area of member 1 and 2 is, A1=A2=900 mm2 The elastic modulus of member 1 and 2 is,…

Q: 3m. E 3m. B •6m. 6 m.

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Q: 234.5 KN 60 3.0 COMPUTE the HORIZONTAL avd VERTICAL YOINT DISPLACEMENTS 125.8 KN tc using the METHOD…

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Q: 5. Determine dz and 03. Let q = 15 kN/m and L = 6m. %3D ww

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Q: a. Determine the ftop at x=8 m from left end. (MPa). b. Determine the fbot at x=8 m from left end…

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Q: 1. From the beam shown: Determine the a/d ratio of the beam, at intervals 1.0 m. Identify if the…

A: First we summarise the given data : WDL = 13 kN/m , WLL = 15 kN/m f'c = 28 MPa and b = 400 mm d =…

Q: Q1/ Determine the reaction for The Con Beam due to settlement o(20mm) @suppor Buto using slope…

A: Step-1 : Find fixed end moment due to load Step-2: Use slope deflection equation Step-3: Use…

Q: Q Forthe fvamin fig determine Veaction at supports ' So

A: Free Body Diagram of the given problem:

Q: Integration Method = 10 kN/m Compute deflection at the free end (maximum deflection). В A YB = Ymax…

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Q: Solve for A1, A2, and Amid

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Q: 10, KN A 1m 10 kN/m 1m 5 kN/m 3m Find the resultant Find the location of the resultant from pt. A…

A: Objective: To determine resultant of the forces system, location of the resultant from points A and…

Q: N Find beam support reactions. Initial data: p = 4; F = 10N; M = 8Nm. Find: F m Dy Määrake kindlaks…

A: A beam is given we need to find out the reactions FDy, FAy and FAx

Q: W1 W2 B C. X1 X2 X3 X4 Given: X1 = m X2 = 3 X3 = 2.5 m X4 = 6. P- 15 kN 28 kN/m 28 kN/m E - 250 GPa…

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Q: Try to calculate the maximum normal stress of simply supported rectangular section wooden beam in…

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Q: Draw diagrams of inner forces using Force method 1 and-Slope-deflection "method for solution of next…

A: Shear force is the inward obstruction made in beam cross segments, to adjust cross over outer burden…

Q: d the equations of the slopes and deformations of the sy

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Q: Verticle load is 258 kN as opposed to 25*8kN - Apologies

A: Yes,    As in the previous answer, it is notes as 25×8 .    Now In this Solution I will provide you…

Q: Draw shear force diagram

A: Support reaction : ∑MC=0RAY×4-12×3+8×1=0RAY=7 KN∑FY=0RAY+RC-12+8=07 +RC-12-8=0RC=13 KN

Q: From the continuous beam show, determine the Slope at B in kNm2/El. El is constant.

A: The calculation of unknown in indeterminate structures can not be done only with the help of…

Q: Solve barforce memberEF

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Q: PROBUEM 4. 一→ SOKN Im 2.75 6.5 6.5 FIND: RA RB

A: Given:- a beam as shown below

Q: Mark all zero-force members in each situation:

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Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.