2) arfoce Aprismatic bor is'under tenstan, 24N 24N bar has a sizeof (3cm XaCm) in width ond de pth respectively. 30° Determine the normal stress on the goiven oblique sur fare.

Q: etermine the forces 3 kN 3 kN 2 m D 2m 2m B 2m 2m H 2m 2m A, F 3m 3m 0 LN

A:

Q: 1.0 m/ 6W (total) 4 m B 1.0 m 20 mm 140 mm 20 mm 140 mm NA 20 mm

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Q: The effective stress (kPa) at C is A 0.5 m y 16.0 kN/m? Ksat = 16.5 kN/m D. 0.5 m %3D Ysat = 20…

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Q: Fill in the blanks with "Increase", "Decrease" or "remains constant":- 1)The topography of the site…

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Q: Shear stress (KN/m2) q = 50 kN/m: 5= 50 kN/m² (+50, +50) D C M n= 50 kN/m² 29.3 170.7 0; = 150 kN/m²…

A: by the graphical method

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

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Q: a. Determine the largest distributed load value in lb/ft. b. Determine the point of inflection from…

A: Shear force for Uniformly Distributed Load(UDL) is a Uniformly Varying Line(i.e., sloped line)   In…

Q: An L-38-ft-long soldier beam is used as a key component of an earth retention system at an…

A: Given:- L=38 ftWA=560 lbWC=240 lbP=4600 lba=29 ft From the given question it is required to…

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A: Given- L=36m The diagram is given below-

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

A: Data Given: Asked: Determine reaction and stability of the frame structure

Q: Fo the crcular arch shoon in e fgare, compute the veiue of such that the vertica defecion at soint 3…

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Q: QUESTION # 01 Major Prinupal stress Minur principal shraes = 49.5 kN/m 99 KN m² %3D %3D Caleulate…

A: Given data: Major principal stress σx=99kN/m2 Minor principal stress σy=49.5kN/m2 Angle θ=35o with…

Q: Griven lateral strain =-2x1025 lengitudinalrain =5X10=5 Retermine fporson's ratio

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Q: A planned flexible load area (see Figure P7.2) is to be 3 m x 4.6 m and carries a uniformly…

A: Given:- The dimension of the planned flexible load area = 3 m x 4.6 m The magnitude of a uniform…

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Q: 1. Find the hörizontal force of the water on the horizontal bend shown below. V, - 30 fus 3 in. dia.

A: Given data  Velocity  Diameter of 1 pipe  Diameter of 2 pipe. We will solve it using momentum…

Q: The rigid bar is supported by the two short white spruce wooden posts and a spring. If each of the…

A: The given figure is shown below:

Q: PROBUEM A : ENEN : R= 6.25 KN M = 3.42 KN m w,- SKA/M P2. 2.75 KN Pg= 3.72 KN UNKNOWNS : O RAy, RBy…

A: Since, the problem number to be solved is not stated, the solution for Question A is as follows: The…

Q: If the resultant force of the two tugboats is requiredto be directed towards the positive x axis,…

A: Free body diagram:-

Q: Proivde the summary of the below ? General shear failure

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Q: 2. A planned rigid loaded area 1.8 2.2 m and carries a uniformly distributed load of q-180 kN/m.…

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Q: Beam ABC with an overhang BC is subjectedto a linearly varying distributed load on spanAB with peak…

A: Given data:

Q: Find the end for ces of member CD usng the stiffness matrix methoda 390 KN.m

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Q: tiiirm] is (see : A = Q/U = 30 / 2.5 = 12 (m. : P= A/ R, = 12/0.494 = 24.3 [m] = bh and P b + 2h,…

A: Area=12m2 Perimeter=24.3m

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: Shear Stress H.W W= 1o kN/m 5m Taz ? ,こ?

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Q: vestigate the stability dam by computing the actors of safety against (1) sliding; (2) verturning;…

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Q: Find the stresses at point C. 1.5 m 2.5 m 250 mm 125 mm 1.5 m 50 mm 50 kN/m 2 m

A: The beam is a horizontal member of the building or structure. It can use to transfer the load from…

Q: 5/199 A fresh-water channel 10 ft wide (normal to the plane of the paper) is blocked at its end by a…

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Q: Redo Problem 6.2 using the general bearing capacity equa- tion [Eq. (6.28)]. 6.4 6.5 The

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Q: Explain about the Vane-Shear Test.

A: Vane shear test is a soil test which is used for determining the shear parameters of soft clayey…

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Q: 5/5 find the normal stress at left of point C A T00 B C 40 kN 50 KN 40 mm 70 10 kN 1) 20 mm 30 mm…

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Q: 6. Determine the Bar Forces and Type for the falwing menber, 25 Points Bar Menter Magntale KN Type…

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Q: P D B E C ading status in figure = 4 kN/m, = 48 kN the bar nensions 2 m and e= 0.5 m. e…

A: To find Bx

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: Replace the distributed loading by an equivalent resultant force, and specify its location measured…

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Q: Use X = 2 and Y = 7. The pad footing is used to support the load of 1XYO0 Ib. Determine the…

A: This is Problem related to Strength of Material or Structure Analysis. In this problem we calculate…

Q: SITUATION. 3 m 3 m 2m 2 m h 3m 5 KN 10 kN 4. Which of the following gives the tension of segment CD?…

A: To find  Tension in cable AB & CD . Angle Beta Length h And SAG at C.

Q: kN Situation 2. Determine the value of the plastic load w, (inJusing the concept of collapse m…

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Q: rectangular area. What is the value of the increase of stress of the second or loaded area (A0₂) to…

A: Footing: -It is one of the parts of foundation which is used to transfer the vertical loads directly…

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: Problem A barge shown supports the load W1 and W2 for every one-meter strip along the longitudinal…

A: Given:- w1=160 KN/mw2=291 KN/mL1=3 mL2=7.8 mL3=3.5 m To find:- Value of 'q'

Q: Q1/ Draw the distribution of the effective stress for section A-A in the following soil profile: A…

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Q: Determine the stress in member ch. A 13.33 kN (T) B) 21.33 kN (C) C) 14.17 kN (T) D) 52.00 KN (C) E)…

A:

Q: The section of the masonry dam is as shown. The specific weight of water is 9.81 KN/m3and that of…

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Q: 1. Determine the force F per metre width (into the page) of the rectangular prismatic concrete block…

A: Consider the free body diagram;

Q: Question-4: A load of 425 kN/m is carried on a strip footing 2m wide at a depth of Im in a stiff…

A: Solution- Given,Load = 425 kN/mStiff clay unit weight = 21 kN/m3