600 KN 240 KN 16m A F В 12m 12m 12m 300 KN 9) Find the force in member DE. 25 KN

Q: A) resultant of the force(B) its location from A (c) the reaction at supports

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Q: F1-1. Determine the resultant internal normal force, shear force, and bending moment at point C in…

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Q: Determine the reaction at the support A (NA) of the compound beam. Assume there is a pin at C. 40 kN…

A: To find reaction at point A

Q: 4-146. Replace the distributed loading by an equivalent resultant force and couple moment acting at…

A: According to given data the equivalent  force at A= 27 KNthe equivalent couple moment at A= 81…

Q: Solve for the member forces

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Q: Find Maximum Positive Moment and at Point (g) Due to the Moving Load Shown:

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Q: 50 N ↑ R (-3,3) T (4,3) S (6,-3). O O N.m 350 N.m 200 N.m 100 N.m none of the above O all of the…

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Q: Replace the loading by an equivalent resultant force and couple moment at point A. 15 kN/m 5 kN/m 6m…

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Q: Betermine the force in member BF. 4m 12KN 4m А, 3m C 3m 24KN! 12KN

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Q: 5 kN 20 kN/m B. -211 3 m

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Q: The reaction at the support D of the continuous beam ABCD, hinged at two points shown in below…

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Q: 20 kN.m 2 kN/m A- B C T 2m 2m 4m The shear just to the right of C is Select the correct response:

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Q: HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: F4-6. Determine the moment of the force about point O. 500 N 3 m 45° Prob. F4-6

A: Figure is as shown

Q: F4-27. Replace the loading system by an equivalent resultant force and couple moment acting at point…

A:

Q: For the given loads F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KN (Assume internal forces are in tension)…

A: Loads as F1=42 KN, F2=48 KN, F3=45 KN, F4=32 KNSpan 4.8 mDepth 0.4 mTo find out Reactions Forces

Q: b. Determine the support reactions at A and B of the beam loaded as shown. 6kN/m 3m D 3m 4-5 kalm B…

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Q: Assuming that the live loads are transmitted to the bottom chords of the truss, the influence line…

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Q: التاريخ: - for fig, find reactions at supports A and c Rollar 8m 10 kN/m hing B 8m 6 V₁₂ 10 c fix…

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Q: Find reaction at A and B

A: Given data : The value of Point load P=26.76 KN The value of uniformly distributed load w=2 KN/m…

Q: Determine the moment of the force about point O.

A: It is required to determine the moment of the force about point O.

Q: PROBLEM 1: The frame shown is supported with hinges at A and C and a pin at B. Determine the…

A: Given data  A and C are hinge support and pin at B.  Find support reaction.

Q: F4 F=300 N 30 45 aim 0.4m Proh F4-2

A:

Q: F1-1. Determine the resultant internal normal force, shear force, and bending moment at point C in…

A: Given,

Q: Replace the loading by an equivalent resultant force and couple moment acting at point O.

A: The given figure can be divided into three parts as shown below.

Q: Find the maximum shear for the given beam below. 3K/ft 12K IGK 16K 2K/ft T to 8' 4' 4' 8' A) -12…

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Q: Q. 5le 3 30 KN 120

A: Solution to question (1) (For Q2,Q3 please post separate question)

Q: Solve the support reaction at F. D 6 ft B 8 ft 8 ft 6 ft 30 kips O 10kips O 30kips O 15kips 20kips…

A: At hinge support moment is always equal to zero ..

Q: L -8 ft- K 106 J oggg I B C D -8 ft 8 ft-8 ft-- E 8 ft H F - 8 ft- 8 ft G

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Q: 40 kN 10 kN-m 24 kN/m Gm 2m 2m RA

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Q: F4-29. Replace the loading system by an equivalent resultant force and couple moment acting at point…

A: To find resultant and moment about point O

Q: Solve the bending moment, 6ft to the right from A. 16k 2 k/ft 8k 3 k/ft ID B. E 12 ft-8 ft- 9 ft- 12…

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Q: Determine the moment of the force about point O.

A: Free body diagram of the given problem is shown below:

Q: Problems 6-38/39/40/41 L K B b81a 8 ft 8 ft- J 8 ft. E 8 ft H 8 ft

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Q: Determine the external reaction at the roller support in kN. Select one: a. 280 b. 30 c. 310 d. 120

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Q: Determine the moment of the force about point O.

A: To determine the moment of  a given force about the said point.   Given, Magnitude of force (F) =…

Q: Replace the loading by an equivalent resultant force and couple moment acting at point A.

A: Replace the loading by an equivalent resultant force and couple moment acting at point A.

Q: 600 mm B 200 mm QA A Same capacity 4HD25 600 mm 600 mm 200 mm B 4HD25 100 mm

A: From the above two cases, which has larger positive moment capacity?

Q: 600 N/m A 400N/m 4m. 13m.J 5m 3 2,000 N 1,5 m B

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Q: Determine the maximum positive shear in the beam. (in kN) 100 kN Frictionless pin 55 kN/m 60 kN-m V.…

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Q: ence line for the mom

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Q: Draw the Shear and Moment diagram of the following structures.

A: Given Data  Draw shear force and bending moment diagram.  Note:- As per our guidelines we are…

Q: 30,kN P, 20 kN T 40 kN 2 m A 2.5 m 3 mt 3 m3m3m4

A:

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.