Assume the area of the interior columns is twice the area of the exterio columns and the baseplates connecting all columns to the foundations can be treated as pin support, determine the vertical reaction (kN) at support C using portal method. 10 kN- 4 m 30 kN

Q: 80 kN 60 kN B 8 m - 6 m- -4 m-|– 4 m- 2 m

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Q: F A m 4 kN 30° 30° E -1 m- E B 4 kN 0 -1 m- 30% 30° -4 kN B 1 m T 2 m D 6 m C

A: Reference : Structural analysis, Truss analysis Given : 2 sets of truss To determine : Indeterminate…

Q: II. By Portal Frame Method, determine the reactions at the base. 5P ( kN)- 3P (kN)

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Q: The dimensions of the beam are limited to b=12 in., d=18 in. If the maximum positive moment (Mu) is…

A: Calculate the moment capacity based on maximum area of steel Asmax=0.8fc'bβ1dfy38…

Q: A) draw the free body diagram to prove its statically determinate and find the reaction forces at…

A: Find: A) draw the free body diagram to prove its statically determinate and find the reaction forces…

Q: The three-hinged spandrel arch is subjected to the uniform load of 20 kN/m. Determine the internal…

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Q: An 8.0x8.0m interior bay in a continuous floor of an offshore platform has to be designed under the…

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Q: 50 kN 40 kN -2 m- -2 m- -2 m- E 1.5 m F -30 kN 1.5 m B 40 kN 1.5 m

A: Answer    Moment at point F = 0

Q: Determine the horizontal and vertic of the three-hinged arch Assume A

A: Given:- three hinged arch To find:- horizontal and vertical components  of reactions at A,B and C

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: (a) Determine maximum tensile stress in the beam (b) Determine maximum compressive stress (c)…

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Q: Determine the reactions at supports A and C of the three-hinged circular arch.

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Q: The three-hinged spandrel arch is subjected to the uniform load of 20 kN/m. Determine the internal…

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Q: Question. Calculate the support reactions at pins A and D when; a.) H= 0 b.) H= 14 13 kN/m H B 1-21,…

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Q: Use the cantilever method and determine (approximately) the reactions at supports A, B, C and D. All…

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Q: Problem 3. For the beam shown below, compute the reactions for all supp 6 KN 5m lom 4kn/m BT hinge +…

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Q: Determine the reaction force in KN on the other end of the gate (it is found at 3 meters from the…

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Q: 5-34. The three-hinged spandrel arch is subjected to the uniform load of 20 kN/m. Determine the…

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Q: 1. The reactions at A and 2. The internal forces (N, V and M) at point C. 5kN 0.5 kN/m 4 M= 15 kN-m…

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Q: Two channels are welded at the tip of the flanges to form a box column. Properties of each channel…

A: Two channels Properties of each channel  A = 5123 mm2 tw = 10 mm d = 250 mm bf = 100 mm tf = 15 mm…

Q: 4. Determine the components of reaction at the supports and the tension in the cable of the…

A: GIVEN: TO CALCULATE: Reaction at the supports and tension in the cable. CONCEPT: Use Equilibrium…

Q: The value of VA, Vs, H, Mc, Nc, and Dc

A: The figure given in the question is as follows

Q: Gate AB is semicircular and is held by force P at A. Determine the following: (a) A (m²), (b) h (m),…

A: Thank you for the question. As per honour code we have to answer first three subparts since exact…

Q: Determine the load P such that all the members in the three-hinged arch in Figure P6.29 are in pure…

A: Given:- Three hinged arch Load= 20kN,P,40kN To find:- P

Q: THREE-HINGED ARCH PROBLEM 1 The three-hinged tied arch is subjected to the loading shown in the…

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Q: The figure below is a load diagram for foundation of the stair case. The stringers transmit a load…

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Q: 5-23. If the roller at A and the pin at B can support a load up to 4 kN and 8 kN, respectively,…

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Q: Draw the S.F.D and B.M.D for the girder in the system shown in Fig. (5).. 230 2m 60 kN/m 4 m 2 m →

A: The girder system is given, we need to draw Shear force and bending moment diagram

Q: (c) 6 kN/m 4 m B A C 3 m *Assume A and C to be hinged supports, and B to be a pinned connection.

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Q: (a) The three-hinged arch structure is subjected to the loading shown in Figure Q3A. You are…

A: Consider the member CE,

Q: kN 4 kN 2 m2 m2 m I II D 3 m B 3 kN 2 m2 m2 5 m

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Q: For the semicircle arch of radius 6 m as shown in Figure Q2(a), analyse the reactions at supports A…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: The three-hinged spandrel arch is subjected to the loading shown. Determine the internal moment in…

A: Moment about ∑MC=0R1×16=4×16+8.9×14+8.9×12+40×10+3×6+6×4+6×2R1=24.33 kNMoment about…

Q: 1.0 m 3.0 m C 3.0 m B 1.50 m

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Q: 4. Calculate the support reactions and plot the internal force diagrams for the following multi-span…

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Q: Proli. 2-31. The beam is subjected to the two concentrated loads as shown. Assuming that the…

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Q: 3) The 4 KN load is hoisted at a constant speed using motor M, which has a weight of 0.45 KN.…

A: Load hoisted on the motor = 4kNWeight of motor = 0.45 kNSelf-weight of the beam = 0.6 kN/m

Q: Assume the area of the interior columns is twice the area of the exterior columns and the baseplates…

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Q: Determine the design positive and negative moments of the beam shown. The dead and live loads are…

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