Draw N, V, M diagrams. 9.5 Kn Hinge Q2 = 2.2 KN/m %3D Q2 = 1.6 KN/m II A F M = 6 kNm -7.50 2.56 -5.00- 1.50 3.50-

Q: The uniform rectangular relief gate AB has a weight of 800 kN and a width of 4 m. Determine the…

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

A: Given: Yw= 10kN /m^3 Yc = 25kN/m^3 Ss = 2.4 C = 0.6 H = 78

Q: /Draw S.F.D and B.M.D 50 KN/m 20 kN/m 100 KNm 6m Gm 3m Shear Force Diagram S.F.D B.M.D

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Q: 2.) Determine the required spacing of vertical U-stirrups for a beam subject to axial tension. Given…

A: Total shear, V=40+60+80+10=190 KN=190000 N fyt=275 MPa Effective depth, d=410 mm Area of stirrups,…

Q: 0.30 WALL 3m or S/S D.P.C STEP-I 0.60 0.40 0.20 STEP-I o.Bo P.C.C 0 80 0.50

A: In this question superimposed load is not given so we will calculate the load of the wall for…

Q: 20КN Ay By A B 2m 2m

A: Given  A beam,

Q: Discuss PRESUMPTIVE ALLOWABLE BEARING PRESSURE

A: The allowable bearing capacity of the soil is the maximum gross pressure that the soil can transfer…

Q: STATE 3'ft 7 lb/ft? 6 ft B ft

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Q: The cross section of the cantilever retaining wall shown below. Caleulate the factor of safety with…

A: Consider the free body diagram;

Q: 5. Draw a deflected shape, 40.0 kN 60.0 KN SFD, and BMD for the 200 kN/m adjacent beam. 2.00 m 8.00…

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Q: 18 kN/m', 4' 10.3 Refer to Fig. P.10.3. Redo Problem 10.1 with y = and the center-to-center strut…

A: Earth pressure: The horizontal load imposed by soil is known as lateral earth pressure. Because…

Q: Q2: Determine the reactions and check stability of Frame structure. 120 KN 10 KNm 6 KNim 1.75 kul…

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Q: Draw axial,shear force and bending miment digram fig 1and 2 10 KN/m 20 AN 20 k 1.5 m 1.5 m Figure…

A: Note:- For figure 2 please ask separately to solve. I am solving figure 1 here. A is fixed support…

Q: Q2: Determine the reactions and check stability of Frame structure. 120 KN 10 KNn 6 KNim 1.75 kud…

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Q: P (kN)= 7     allow=45     Pin C=double shear     Pin D=single shear

A: Given P (kN)= 7      Allowable shear stress=45Mpa Pin C=double shear      Pin D=single shear

Q: The floor of a building, shown in Fig. 2.6(a), is subjected to a uniformly distributed load of 3.5…

A: Consider the given data of Beam CD Length of beam=9 mSpacing of beam=4 mTributary width = 4 mLoading…

Q: 10 kN 5 kN 5 kN \B C 2 kN/m 4 m A -3 m-2 m--2 m-3 m- (e)

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Q: /Draw S.F.D and B.M.D 50 KN/m 20 KN/m 100 kNm 1m Gm 3m 3m 5m Shear Force Diagram S.F.D

A: See in steps 2

Q: 2. Draw the FBD of the entire structure C 18 kN 2 m В 2 m E 2 m A -3.6 m-

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Q: 2. Draw the FBD of the entire structure 18 KN 2 m 2 in B E. 2 m -3.6 m

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Q: Y=15 kN/m -28° c'-0 4m G.WT. Yu 20 kN/m 4-33° 4m IT

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Q: 3m 3m 8 KN C D. 4m 1.5 KN Roller support 4m A 6 m

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Q: m alone)? (Assume bending arour

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Q: span of 17 m is resting ag dder if it is about to slip.

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Q: to) For the following prismatic beam of Mp = 86 kNm (1) Draw possible collapse mechanism, (1)…

A: Two load factor with two mecanism when plastic hinged formed at 40kn load and when plastic hinge…

Q: The cross section of the cantilever retaining wall shown below. Caleulate the factor of safety with…

A: Solution:- Coefficient of active earth pressure Ka=cosδcosδ-cos2δ-cos2Φcosδ+cos2δ-cos2Φ…

Q: /Draw S.F.D and B.M.D 50 KN/m 20 kN/m 100 KNm 3m 1m 5m Gm 3m Shear Force Diagram

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Q: 30KM DRAW THE SHEAR AND 3m MOMENET DIAGRAM WH# 5 KN /m COMPLETE SOLUTION . am Cs Scanned with…

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Q: Figure No. 6 Given load q = 185 N/m L1 = 1.5, and L2 = 1.5 %3D -L2-

A: This problem is related to Strength of Material. In this problem we calculate Support Reactions…

Q: pint. 2 kN 2 kN

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Q: 1りthe DYaw SFD and BM.D figure belowe. 275 KN B 金 トSm 3,6m lism 275 KN

A: Given data in question  Overhanging beam  Point loads Span length To find out  SFD BMD

Q: /Draw S.F.D and B.M.D 50 KN/m 20 KN/m 100 KNm 3m 1m 5m Gm 3m Shear Force Diagram

A: Given simply supported beam

Q: 5. Braw a deflected shape, 40.0 kN 60.0 KN SFD, and BMD for the 200 kN/m adjacent beam. 2.00 m 8.00…

A:

Q: Analyze the structure below using cantilever beam method 25KN C 3m 50KN B E. H 4m -6m- 8m- ml

A: Data Given: Asked: Axial load at HI

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

Q: Figure shows a inclined rectangle gate AB. The breadth is 3 m, the gravity of the gate is 9800 N.…

A: Vertical Force on the gate on the left side, Fv = Weight of water column above the gate= wt of…

Q: A bearing wall for a building is to be located close to a slope. The soil has a unit weight of 15.02…

A: Slope stability is the process of calculating and assessing how much stress a particular slope can…

Q: The cross section of the cantilever retaining wall shown below. Calculate the factor of safety with…

A: Given in the Question:

Q: C 2 kN/m 4 m A В -3 m

A: Solution Given Diagram

Q: Determine support reaction 9 kN 2m

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Q: The school building has a flat roof. It is located in an open area where the ground snow load is…

A: Solution Given Data Ground Snow Load= 0.68 kN/m2

Q: 3.49 Determine the minimum volume of concrete (y = 23.6 kN/m²) needed to keep the gate (1 m wide) in…

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Q: B D of the following best describe the structure? le ninate minate to the first degree minate to f…

A: Degree of static indeterminacy is given by Ds=3m+ R -3J where m=number of member= 3 R=external…

Q: 4 KN 20 KN 10 KN/m Α. B Β C D -4 M- - 4 M- -2 M-

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Q: PROBLEM 1 Calculate whether the frictionless door is safe against overturning Line load q=55 kN/m…

A: find active force and passive force and finding moments to check factor of safety

Q: 6 kN/m 5) Redo problem # 4 taking support C as pin. 12 kN

A: Given Support C is PIN

Q: Q2: Determine the reactions and check stability of Frame structure. 120 KN 10 KNm 6 KNIM 1.75 120 KN…

A: To find support reaction at A and B

Q: Probl A submerged rectangular gate holds back water. Gate is 2 m. wide. Compute force (F=?) to open…

A: Given values: Gate width = 2 m The force mainly acting on the gate is the force exerted by water.…

Q: /Draw S.F.D and B.M.D 50 KN/m 20 KN/m 100 KNm 1m Gm 3m 3m 6m Shear Force Diagram S.F.D В.М.D

A:

Q: A team of house builders went to the Lowe's in Bloomfield, CT and bought bags of Fastset Self…

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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.