11 kN 9 kN 8 kN 2.4m 5.1m 3.7m 2.1m 13.3m Ах By Ay

Q: Bar Member Magnitude , KN Type of Bar Force AB ВС BD DE DF 150 KN 3 4 D 200 KN 6.00 m 8.00 m A E F…

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Q: Find the hydrostatic force, diveteón on the inclined ond positión of CP) sucb merged surface as…

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Q: 8a kN a kN/m A -4.00- -6.00–

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Q: 4 kN Draw F.B.D then find reactions at supports A and B take beam AB wieght 20K g Ax B Rgsin30 30°…

A: Given that: FBD of a beam as shown:

Q: Q3) A railway embankment, 12 m wide, with side slop 1-:1 is to be calculated for 2. its volume of…

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Q: * TRIANGLAR CHANNEL WITRr ews INCLINED40° wimt THE HORIZENTAL IS LAID IN SPE.aCE n- 0.01. DETERMINE:…

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Q: Solve FG only

A: Support reaction: Due to symmetry:AY=12×(2×(0.6+1.24+1.04+1)+1.2)=4.48 KN

Q: Solve the value of Ely' 4m from the free end. 6 kN 2 kN/m 4 kN ITIIT T A 3 m -1.5 m 1.5 m- 103kNm^2…

A: To determine EIy' value from the free end of the beam.   In order to answer the problem, we will be…

Q: 0.8m (1) Find P&Y (4 AND B 3ku 1,2 M 2M 11.AM YJ ( -0.tm 1.5M G-- D 3 KN 1.2m

A: Calculate the value of P and Y??

Q: Find support reaction

A: Introduction : The given structure is truss structure . It has two support one pinned and one roller…

Q: A -2 m- - 2 m 2 m 15 kN.m B

A: Shear and bending moment diagrams are analytical tools used in conjunction with structural analysis…

Q: SITUATION 1: A 20cm x 20cm x 40cm block weighs 50 N when fully submerged in water. 1. Which of the…

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Q: Using MDM, what is the reaction at support D? 4 kN 20 kN 18 kN 4 kN/m A B C. D 2m 6m 2m 2m 4m Select…

A: Finding out reaction at support D.

Q: 50kn 1,5m 2-N

A: Given,  There is a beam as shown in the figure.  There is a point load which is Acting at the middle…

Q: FIND THE MOMENT OF THE 1.2 kN FORCE ABOUT POINT A AND ABOUT POINT B

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Q: draw sfd and bmd

A: ∑MA=020×2 + 40×5 - RBy×9=0RBy=26.67 kN ↑∑V=0RAy+RBy=20+40RAy+26.67=60RAy=33.33 kN ↑∑H=0RAx=0

Q: LINE BEARING Determine the following: 1-2 S 73° 21' E (a) Interior Angle 2-3 S 40° 10' E (b)…

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Q: 2 m H. 6 m 142.4 kN 35.6 kN 142.4 kN 71.2 kN A E 4 m + 3 m ++2 m B D 6 m 6 m 幸 6 m 6 m FIGURE Q3(b)

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Q: A 3 m B 4 kN/m 3 m-

A: TO FIND   REACTIONS

Q: 5.3 bar (gauge) equle to pisa ..... ...

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Q: A -2 m- 30 KD 2 m 15 kN -2 m B

A: Given data:

Q: 15. A bridge 100 m long is to be built to span a valley as shown. From point A, the angle of…

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Q: FA= 8 kN %3D 0- -40° BFR = 6 kN Fig.(A) 128.Cos 00

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Q: Find roller support reaction

A: Given data : The data of point load are: Point load=P Point load=Q Point load=R   Required : Finding…

Q: With the headloss of 75ft, v=0.0001ft2 for 10000ft, determine the suze of clean wrought iron pipe…

A: Given   ; length of pipe(L) =1000ft=304.8m discharge(Q)=4000gpm=0.252m3sec head loss=75ft=22.86m…

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: Slope and deflection at point C and deflection at point B. A 2m 25 kN 4m 12 kN/m mmm. 6m B C

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Q: B 30 KN 1.5m 1.5m RDx 2m F 2m E 2m RD 50 KN RDy RA

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Q: Consider the vector V with V = 1 kN. Resolve V into components Vp along the p-axis and Vq along the…

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Q: Problem no. 2. Compute MD 1m 15 kN/m 4.2m B 5m 6m 3m 6 kN/m

A: Given: A simply supported beam  Required: Moment diagram

Q: What is the reaction R2 of the beam in the figure shown loaded with a concentrated load of 7 kN and…

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Q: MEMBERS BE, CE, & BC BEST STARTING JT. FOR BE, CE, & BC IS AT JOINT E COMPLETE WORK WITH FBD

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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: Determine bar force member EF

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Q: 27 kN A 2m B 30⁰ 22 kN 3m 6. In Figure 2, Which of the following gives the distance of the resultant…

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Q: Figure Q2 shows a statically determinate plane truss subjected to a horizontal concentrated load at…

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Q: 0.9 (IFS) 1.7 (IFS) 3.43 TP1 2.77 (BS) (FS) 2.32 (BS) BM1 EL. 328.70m 2.2 (IFS) BM2 2.45 3.7 (FS)…

A: Given question belongs to levelling topic. Here the back sight , intermediate fore sight and…

Q: Q3 50 kN 5 m 5 m. A'nalyze the above symmetrical otructure under the given symmetrical looding by…

A: Solution Draw the diagram with reaction

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.