to be constructed on able is at depth 15 pacity and the colum

Q: Locate the centroid y of the shaded ared. L=23.6mm y 2L L 2L 2L

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Q: Determine the location and magnitude of maximum deflec tion. Ond rotation at both supprts in dugrees…

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Q: Find the reactions

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Q: II. Method of Superposition Problem 4. Draw the moment diagram for the beam using method of…

A: Bending moment at a section can be found be superimposing(adding) the bending moments due to the two…

Q: 5 The beam shown in Fig. P.20.5(a) is crossed by the train of four loads shown in Fig. P.20.5(b).…

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Q: Problem #3 12 kN/m El = constant E= 70 GPa I= 210x10 mm* Required: 6max OA 0B %3D C A. 3m 4m

A: Moment equation:Mx=-12x22+12x-322Mx=-6x2+6x-32so, using double…

Q: A support is built for a duct. Find to the nearer degree the angle that thesupport makes with the…

A:

Q: A 1m x 2m inclined plate is submerged as shown. The normal force acting on the upper surface of the…

A: Inclined submerged plateWidth=2m.Depth=1m.

Q: 4.24-4.47 Construct the shear force and bending moment diagrams 2009 09+30 +4°,03 04+ 400 POTOM DOD…

A: GIVEN DATA:-⇒One sided over hanging beam of span= 10m⇒UDL:-⇒UDL on A-B portion= 7 KN/m⇒UDL on B-C…

Q: find the stresses on the plane 45 Draw

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Q: 23 Coefficient of thermal expansion, a, can be expressed as micro-meter per meter p er degree…

A: True or false

Q: Slope at point A and deflection at midspan. 8 kN/m AREKIN INI 3m А 7m bod B

A: Given: A simply supported beam with loading  Required: Slope at A deflection at midspan

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: Two alternative solutions are proposed to mitigate the settlement that may occur due to the GWT…

A:

Q: Ex 2-3-2: find the magnitude of T and its direction ( O) for which the eye bolt under a resultant…

A: Given data  Forces Angles Resultant.

Q: 4. After the soil has been pre-consolidated, new piezometric reading indicated that the ground water…

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Q: CA (B) (D) Which of the following most nearly the degree of static indeterminacy of A? Which of the…

A: Static Indeterminacy is related to unknown forces in a given structure/member. Kinematic…

Q: Calculate the SF and BM at critical points and draw SFD and BMD for the carſtilever beam shown in…

A: Explained below

Q: A 500 lb buoy, with a 2 ft radius is tied to the bed of a lake using a steel cable. What is the…

A: Given data  Weight Radius Unit weight of water  To find out  Tensile force

Q: q kN/m 2 A EI 3 2EI El В 3 m 6 m 4. 4 m

A: To calculate moment distribution factor 1) find fixed end moment  2) calculate distribution factor…

Q: K 5 m G 40 kN 40 kN 40 kN 40 kN 40 kN -6 at 5 m 30 m- (Ans: Fcj=28.28kN (C); Fij=160kN(C) ;…

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Q: YD D 7 m В 2 m 2 kN

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Q: If the toggle shown is added to the tongs of Prob. 6.141 and the load is lifted by applying a single…

A: Given, P = 8000 lb

Q: Problem 1: Find support reaction at A 20KN A -10 m

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Q: Structure 2: 300 N 4 m 4 m C 45° 45° Structure 3: TION

A: a) To determine whether partially, improperly or properly constrained: Partially constrained: A…

Q: • Given the beam as shown: 50 kN Determine: 20 kNm a.) Reaction at A. A B D b.) Reaction at B. 3 m…

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Q: 10 kN 80 kN/m В A D 4 m 1 m'1m

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Q: resultant couple moment. 10 kN 4 3. 4 m- 1 m B 1 m 3 45 10 kN

A: Couple moment is the Force multiplied by perpendicular distance between them.

Q: Reaction at point A? MA.nl 6 m B 12 kN/m 3 m 6 kN CI

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Q: +y A B a +x 12 Three coplanar, concurrent forces at O Vertical component of force B will act along…

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Q: Q5) Determine Ix and kx. 0.2 m 0.6 m 0.2 m y -0.8 m- 0.2 m 0.6 m

A: Moment of Inertia- We know,                          IX=∫Ay2dAlet's consider a rectangular cross…

Q: 22.4 kN 20 kN 6 m 6 m 6 m 6 m 6 m 10 kN 20 kN 30 kN Figure P-354

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Q: Calculate the sag, relative to A, of the points C and D in the cable shown in Fig. P.5.3. Determine…

A: It is required to find:- Sag at C & D with respect to A And tension in cable segments AB, BC, CD…

Q: Problem #2 50 kN 15 kN/m 90 kN El = constant E=70 GPa 1-95x10° mm Required: 8, dc Og A + -6 m - 9 m…

A: Given simply support beam with overhang E = 70 GPa I = 95 * 10^6 mm4 Calculate reaction at B by…

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: Use superposition merhod

A: Given Data E = 29 × 103 ksi  I = 500 in.4  Support B downward settlement (∆B) = 0.25 ft  Determine…

Q: find bar forces 6ft A Cskips sdra 9Tg 4 ft 4 ft 4 ft

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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A 5m-

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Q: 10 m B 60 KN 40 KN 80 KN 30 m 50m- 50m 30m

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Q: 6.1 through 6.8 Using the method of joints, determine the force in ead member of the truss shown.…

A: Objective: To determine the force in each member of the truss using the method of joints.   In the…

Q: Problem 5 Find out the reactions at supports. 30 kN 25 kN 30 10 kN/m U P QR S 1m|1m|1m|1 2 m 1 m 1 m…

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Q: influenceline B A 1911 RA RB L4 D 3 Equations

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Q: Q. 5 Determine the moments MBD, MDB, MDC, and MDE. EI is constant. 200 KN B 20 kN/m 5m 5 m -15 m- D…

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Q: A 500-N bloch is n contact with a level plane y f = 0.1 If the block is acted a horizontal lypon by…

A: To determine: the time taken by the block of given weight and friction to reach a given velocity…

Q: Determine the vertical displacement at point B. I5 KN 6 kN/m 2EI EI EI 2.0 m 4.0 m 2.0 m Vo 8.0 m.

A: