loads shown. Does this member have enough strength Assume that . a) Per LRFD b) Per ASD

Q: 20 2okN KN Hinge B I the max nagative bonding momut at A

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Q: 900 lb 600 lb 4 ft 4 ft 4 ft 3 ft A, B

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Q: (03) The composite beam cross section is constructed frou brass and alumiunm. If the allowable…

A: Given:- The composite beam cross-section is constructed with brass and aluminum  The allowable…

Q: 2-A teel pod is sfreteked between fwo rigid walls ard carries a tensile Coad f GO00N at C.f the…

A:

Q: NS 5 ft iG B 920 lb 1145 lb 1760 lb -20 ft20 ft 20 t 20 -20120 t-

A: To find the force in member CD , ND and NK -

Q: (a) the normal stresses 01, 02, in both bars (1) and (2). (b) the normal strains &1, 2, in bars (1)…

A:

Q: Draw the FDBS of member ADB and BEC 1m 1m B Oc E 1 m D 1.6 m A

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Q: Find the P and A of BE, BF and CF thankyou

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Q: H.W 3 Two aluminum alloy b2 b2 plates (2) are attached to the sides of a wooden beam (1) as shown in…

A: The bending stress increases gradually away from the neutral axis when the maximum values at the…

Q: Which of the following DO NOT match?

A: allowable load is the maximum safe load carried by the member or material

Q: The C83400-red-brass rod AB and 2014-T6-aluminum rod BC are joined at the collar B and fixed…

A: Bar AB is a C83400-red-brass rod Bar BC is a 2014-T6-aluminum rodBoth rods are joined at point B…

Q: CLO 2: It is the combined stress at the top fiber of a beam subjected to axial compression and…

A:

Q: From the figure below, determine member BD

A: Force in the vertical direction -  RA + RC = 0 Sum of the moment at the point C- ∑MC = 0⇒-RA×8 +…

Q: 5. Which of the following is property of compression member? A) elements of member need not prevent…

A: The given question is related to the general properties of column buckling.  Four options are given…

Q: 2- A 8teel podis streteke between fwo pugid walls ard carries a tensile Coad f GO0ON a C. If the…

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Q: -A 8teel pod is stretcke between two rugid walls ard carries a tensile Coad f GO0ON a C If the…

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Q: Find the expression of the strain energy stored in the beam with flexural rigidity El and loading…

A: GIVEN:

Q: MN = 98 SN = 83 Problem 1: Refer to the figures below, use the method of joints to find all reaction…

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Q: What is the assumption of an axial force member? * Elongate the member - Tensile Force (T)(+)…

A: Ans = A,D A negative axial member force implies that member is in compression (shorten the member)…

Q: 20 2okN Hinge A C Find the max nagative bonding momen nt at A due to Moving load.

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Q: FIGURE 1 50 kN 100 kN COO 2.0 20 20

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Q: Is truss stable

A: Given data : The given structure is truss structure . Number of member in truss m=21 Number of joint…

Q: Determine the shear Load that act on the fillet weld that joining two plates together if the working…

A: To find- Shear load

Q: 8 ksi, øy = -4 ks The normal stresses at a point in a steel member are ox 10 ksi. Using E = 29 × 10³…

A: Given data in question  Stresses Elasticity modulus  Poissons ratio To find out  Normal strains

Q: Why the stress to the (X) or to the (Y) added partial differintial stress ?

A: ● Solution:-  As we know components of stress in stressed body generally vary from point to point…

Q: Compute the deformation and member force of the truss member shown in Figure 1 under the given…

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Q: Which of the following best describes a plastic hinge? Section where extreme fibers have yielded O…

A: Answer- MY < M > MP Explanation - Plastic hinge can be defined as yielded zone due to flexure…

Q: Detemine the magnitude of the average normal stress in member AB when T,35C Express your answer to…

A: This problem is related to stress and strain theory from strength of material. In this problem given…

Q: with the same distribu pattern. y express the lets. 8 Weld (C) Now, we weld the two sections to form…

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Q: Classify the structure as statically determinate, statically indeterminate, stable and unstable.

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Q: I diametér ssive load Pacting wi e stresses at one of t

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Q: Which member in the truss structure shown are zero load members? O AC AB O OA 0 oc В A 0

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Q: -2m- 1.5m-1.5m Steel A = 900 mm² E = 200 GPa L = 1.5 m FIG. P2.65 Bronze A = 300 mm² E = 83 GPa L =…

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Q: 12 kN В - 4 m- + 2 m - 6 m.

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Q: Find the stresses of FAB. FAc. FBC & FBD- 20 k 15 k 60 60 60 60

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Q: Problem 1: The truss shown below is made of fiberglass member section and an axial strength of 14…

A: Given : Axial strength = 14 MPa dia of high strength nylon pins = 20 mm Shear strength = 25 MPa…