Given: P=1.8a kN Area(BE)-150a mm? Area(CF)=150a mm? E=200 GPa Required: Change in length of CF? 18a mm 26а mm 1.8a kN - 24a - 1.8a kN mm

Q: Q16/ The value of the normal stress due to :axial force 2 kN applied on the beam is Point D 10 kN…

A: For this question, Axial force = P = 2 kN = 2000 N Cross section of the beam = 200 mm x 100 mm    We…

Q: 120 mm 10 kN/m 5 m Forma TL M.(ley-l, y) + M,(.-ly.y) 4.1, -l, My It ZIA a- , cor20 + Tayrin29 Gart-…

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Q: Spar webs develop shear stresses which resist? a. Bending shear force b. Torsional Moment c. Both…

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Q: 2Mo Мо Find the amount of depression in mm at the midpoint of the bar AB. Mo= 1kNm, L = 1m, E = 200…

A: GIVEN :-  M0 = 1kNm = 1000 Nm                L = 1m               E = 200GPa = 200×109 N/m2…

Q: The cross section of an extorior column is aT beam with the following cross sectional intomation bf=…

A: Given: The width of flange, bf = 1900 mm The thickness of the flange, hf = 50 mm The width of the…

Q: P2 = 50 Pa U2 = ??? P1 = 200 Pa %D Ah =10 m %3D 10 m/s

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Q: I. Problem Solving. Box your final answer. 1. Find the (a) maximum tensile and compressive bending…

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Q: Steel cable Q2/ Find the displacement of point B. E, = 200GPA A, = 400mm? L = 3m B Answer 45 dg =…

A: Given data: - The elastic constant for steel is Es = 200 GPa. The elastic constant for aluminium is…

Q: Q-3 Compute the maximum tensile and comprsive stresses devloped in the beam that is loaded and has…

A: given; ⇒reaction force at A=RA⇒reaction force at B =RB⇒load intensity(w)=10KN/m

Q: W LAB B LBC assume w = 4 kips/ft P= 5kips LAB=16 ft LBC=8 ft What is the vertical reaction at A ?…

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Q: Determine the maximum tensile and compressive stresses developed in the overhanging beam that is…

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Q: w 12mm dia SK 18mm dia. P=12 kN HAD 12mm dia 2 m. 2. Three steel cable jointly support a load of…

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Q: Find the amount of depression in mm at the midpoint of the bar AB. Mo = 1kNm, L = 1m, E = 200 GPa,…

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Q: 1 A 250 mm x 125 mm I-beam having I, 3717-8 W V, y 30° U, x cm² and Iy = 193-4 cm4 is used as a…

A: A 250 mm×125 mm I-beam with Ix=3717.8 cm4 and Iy=193,3 cm4 is utilised as a purlin on a roof truss…

Q: 2m 4m E 4m r 4200 kN MN/ ARea = bh b= 0.5m Stress = 100 StRess in members BD, cD and CE

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Q: Compute strain Stress-40 MPa Modulus of elasticity=100 MPa

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Q: The roof over a 9.0-m x 10.0-m room in a school has a total mass of 12900 kg. The roof is to be…

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Q: Q2// B) For the simply supported T-beam shown in Fig. (3), check the adequacy of the cross-section…

A: Given,  A T section. Yield stress  Fy = 400 Mpa. Total load acting on the beam , WL + Wd = W    =…

Q: eflection and rotation of the beam show Fig. 3 usi n. The beam is made of material having E = 200…

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Q: Problem :  Pressure vessel made of alloy steel with Yield Strength of 250 MPa, Pressure acting on…

A: Given data: -  The yield strength of the pressure vessel is σy = 250 MPa. The inner diameter of the…

Q: E = 200 GPa P = 650 kN A Diameter 1 = 25mm 1.0 m P = 850 kN Diameter 2 = 35mm 1.25 m P = 1500 kN C…

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Q: 2. A 15 kN/m -6 m- 9 150 kN m . B -3 m- 50 kN -3 m-

A: Solution is attached below

Q: QUESTION 1 A Z-section beam of 2 m long and is supported as a cantilever with a 1 kN load at the…

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Q: 19. AT-section of a beam, as shown in Fig. 5.44, is subjected to a vertical shear force of 100 kN.…

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Q: (iv) SI units of shear force is a) kN/m b) kN-m c) kN d) m/N support develops support moment. (v) a)…

A: (iv) SI units of shear force is ___________________________ Answer: c) kN Explanation: As shear…

Q: a = 1.7 ft, b = 3.4 ft, and c = 2.55 ft. P = 3000 lb box beam wall thickness, t = 0.610 in. diameter…

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Q: Q2 Determine the maximum tensile stress of the beam with details shown in Figure 2. 48 kN 60 kN 60…

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Q: A wooden mast, with a uniform diameter of 30 cm, is built into a concrete block, and is subjected to…

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Q: PART 2 : COMPUTE THE AXIAL STRESSES IN ALL MEMBERS OF THE TRUSS SHOWN. USE 300 sq. mm AND 250 aq. mm…

A: Remark: As per the guidelines only the first three subparts will be answered. You can ask other…

Q: 120 mm 10 kN/m B 5 m Format TL GyabGSkin -j1-0630b/a) My It - , cos20 + Taysin2e. ut =*, tan20, -…

A: The maximum bending moment in a simply supported beam with uniformly distributed load - M=wL28 where…

Q: For the slope shown in the figure below, assume the following data: W=3600 kN/m, r=15 m, d = 3.3 m,…

A: Given data: The magnitude of the load W is W = 3600 kN/m. The value of r is r = 15 m. The value of…

Q: Find the stresses in A, B and C? And Vem 6m 0.006 MN cm B -Ha 4m 1 6cm

A: ◆ Stress in A : 1 MPa ◆ Stress in B : 1.67 MPa ◆ Stress in C : 1 MPa

Q: Box Beam Box Beam Support at A a b с a = 1.7 ft, b = 3.4 ft, and c = 2.55 ft. P = 3300 lb box beam…

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Q: Calculate the strength of a discontinuous strut of length 3.2 m. The strut consists of two unequal…

A: Assumption Assume that the steel which is used in the strut is of grade Fe410 The thickness of te…

Q: Determine the minimum height h of the beam shown in Fig. P-508 if the flexural stress is not to…

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Q: dimensions opening box culvert (shown below). Find the live load acting on it. Make use: the…

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Q: Q1: Check the adequacy of the beam shown in Fig (1-a) with section shown in Fig (1-b) at section B-B…

A: Data given-  f'c = 28 MPa  fy = 420 MPa  w = 20 kN/m

Q: -6 m- B 8 m -750 N/m2 5 m 7.5 m 12 m

A: given dam is 20ft wide

Q: Hiw A Rismatic steel bar of a Square cre ss section (looklo0)mm is loaoled by Compressive force P=…

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Q: The rigid beam shown in is held by two vertical rods at A and C. If a 60 KN load is applied at B…

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Q: (2) Q1 what the value of P Which are safer on the rivets as shown in figure below. given that :…

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Q: 15 kN 3 m- D 3m C 4 m E 5 kN- F 4 m A -6 m- 6 m- CD= 2.605 kN (C) and DF= 10.545 kN (C) and EF=…

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Q: 2 kip/ft 6 in 10 in A 16 in 40 kip D. 16 In 5 ft 5 ft 10 ft- The simply-supported beam-column above…

A: Given dataInternal resultant on the cross section passing through point D are ND =-40 kipVD = 0MD =…

Q: Bligh's and Lane's theory For the hydraulic structures shown below calculate 1- Sketch the HGL from…

A: From the given data,

Q: If principle stress opi = 100 N/mm (tensile) op2 = 40 N/mm (compressive), then maximum shear stress…

A: Given, Maximum principal stress = σp1 = 100 N/mm2 (Tensile) = 100 N/mm2 Minimum principal stress =…

Q: (P=90 kN, E=160 GPa,L,=1m,L,=3m,L, =2m, a=35mm,b=80 mm) -5P C4P D b a a) 10,2 mm b) 6,67 mm <)…

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Q: Point 1 D, - 6 in P, - 65 psi Q = 2.08 efs 10.70 ft Q = 2.08 cfs Point 2 Dz = 9 in Pz =? 4.00 ft…

A: Given Data - At Point 1 Pressure P=65 psi = 448159 Nm2                   D1=6in = 0.1524m…

Q: What will be max. height that the water tank that will become full if the max. tangential stress is…

A: Given data Maximum Tangential Stress =  σt = 11700 psi = 11700 x 12 x 12 = 1684800 lb/ft3Given…

Q: hi B RA

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Q: If the Unik modulus is y=160GPA and the shear modulus of elastieity H = 0.25Y What is: 1_weight…

A: Given Data: Young's modulus = 160 GPa Shear Modulus = 0.25 x 160 GPa = 40 GPa

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.