Analyze completely and summarize results from joints A to E 24 KN 0,6m 1.2 m 1.5 m 12 KN 0.3m 1.2 m A IE B

Q: Calculate DOl and identify the following structure as determinate, indeterminate, or unstable.

A: Degree of indeterminacy is sum of internal and external indeterminacy.

Q: A lap joint consists of steel plate 250 mm by 18 mm in thickness is connected by 4-20mm diameter…

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Q: PDL=8 ,17 KN PLL = 3 KN %3D %3D 3 m 2m B

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Q: 2/ Analyze the truss shown below by consistent deformation method, EA=1*10³ kN 20kN 2m 40kN 20KN D H…

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Q: oblem 3: Method of Sections puts: ● ● ● ● h = 12 ft b = 7 ft F₁ = 2100 lb F₂ = 800 lb 0 = 25° u must…

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Q: Calculate the maximum stress in a 5mm thick steel plate with an 18 mm diameter round hole, given h…

A: t = 5 mmD = 18 mm hgross = 12 cm or 120 mm

Q: 12" fé= 3.5 ksi 30" 26" fy= = 40 ksi n = 9 As =8#6 Find fr (modulous of rupture) = ? M, bending…

A: Reinforced concrete beam: In a Structural Frame, the beam is the horizontal structural member which…

Q: A 4 k/ft -20 ft- 12 k -15 ft 8 ft-8 ft- YB YD

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Q: The maximum shear stress (kPa) is most nearly 100 kPa 50 kPa -50kPa 50 kPa 75 56 O 66 O

A: Given data : Normal stress in X direction (σX)=-50 KPaNormal stress in Y direction (σY)=-100…

Q: Suppose that in addition to the 2 at point D, a 2.20-kN downward Figure 1)

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Q: Given: Four-25-mm-diameter rivets with an axial load of T= 75 kN distributed equally as shown. The…

A: divide force by the resisting area

Q: Q2/ determine the reacction of th russ show in fig by using consistante deformatiom method . *

A: The force method is also known as the flexibility method and method of consistent deformation and It…

Q: A 1200 KN B 1200 KN 1.5m C 1.5m E 1.5m 1200 KN ↓ F 2.8 m Mih

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Q: Fer = Value Units Suppose that P = 5 kN and P, = 10 kN (Eigure 1) %3D Submit Request Answer Part B…

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Q: compute joints A to E and summarize the results. analyse the given problem

A: To find reactions at all points

Q: Analyze completely and summarize results from joints A to E (15 pts) 24 KN 0.6m 1.2m 1.5 m 12 KN 0.3…

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Q: #1. Calculate the structural period (structure is dual system)? Does it need Concentrated force on…

A: Following are the given information. Basement height = 6 m Superstructure height = 27 m

Q: L Br St 0 16 P 09 Br Find the stress in each rod Given: Ast = Abr=200mm² Est = 200 G Pa Ebr = 83 GPG…

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Q: est, Jy KSL evenly distributed in each mum compression of cracking Es1 = 0 = 0.5€y nced condition…

A: data given that kn horizontal earthquake co-efficient=0.11h=2.5m=which is height of the silt weight…

Q: 1. From the given truss below, answer the following: 9 m G 4 m 135 kN 135 kN B 4 m C4m E Compute the…

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Q: Problem #2: P 2 m W = X N |-1m--| -1m- Hs = 0,3 3. Determine the normal force between the crate and…

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Q: 3. The diameter of the steel rod d=10Omm, F=5kN, E=210GPA. Determine the maximum strain and the…

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Q: med joint by the g. Determine t

A: Dimension of block = 2.5in.*2.5in. Sliding angle = 55° Length of steel key = 2.5in.  Working Bearing…

Q: bläi 6 Determine the maximum BM occurs for the beam shown . below 3 KN/m

A: To find maximum bending moment in beam

Q: 10 KN 15 KN 10 KN D E. J 0.9 m 0.9 m A B IF 1.2m 1.2m 1.2m 1.2m

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Q: SAMPLE PROBLEM 2: Assume that AE are equal for each rod Regd: Internal forces for member AB, CD, EF…

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Q: Which stress element below correctly shows the normal and stress al point? which located at the top…

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Q: Determine the required diameter (in inches) of rod ACif the allowable normal stress is 28.81 ksi and…

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Q: For the truss and loading shown, determine the magnitude of the normal stress(in psi) in member CE,…

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Q: Determine (approximately) the force in each truss member of the portal frame. Assume all members of…

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Q: 40 kN 20 kNE 3 m F 20 kN 2 m D 5 m 40 kN 40 kN A 5 2. 3 in

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Q: BOLTED CONNECTIONS For the figure shown, use P = 100 kN, L = 300mm, SI = 100 mm and S2 = 180 mm.…

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Q: 4. The joint is fastened together using two bolts. The diameter of each bolt is 13.5 mm. Determine…

A: Given data in question  Load 80 kN Diameter 13.5 mm Width 30 mm Number of bolts 2 To find out…

Q: PN 50° 50 75 50 50 75 50 75 50 50 125

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Q: Analyze completely and summarize results from joints A to E . SHOW COMPLETE

A: To find reaction at all points

Q: Analyze completely and summarize results from joints A to E 24 KN 0,6m 1.2 m D 1.5m 12 KN 0.3m B 1.2…

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Q: SU KN 20 KN_C 30KN 30KN 20 KN 3m KD H G 4m 4m IC KN 30 KN

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Q: III – Stress Analysis of Trusses 3. Determine the forces CE, DF & FG of the truss using method of…

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Q: Determine bar force member EF 10 KN 15 KN 10 KN D. E 0.9 m 0.9 m A B G 1.2m 1.2m 1.2m 1.2m

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Q: 2. Two angle bars B and C are riveted to bracket A. Knowing that both angle bars are in compression…

A: Given:- The magnitude of the compression force in angle bar B = 25 kN  The magnitude of the…

Q: Summarize the results from Joints A to E

A: To find reactions at all points

Q: need a complete and clear solution

A: Column: - It is defined as the structural element which is used to transfer load from top to bottom.

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.