3ft -4fi- -- 4 ft- -40 1200 1b 200 lb

Q: H.W1: Determine the design moment strength for each of the following A) fe = 25 MPa fy = 420 MPa 70…

A: f'c=25MPa fy=420 MPa

Q: Q.7 For the piping system shown in figure (EI) A=10" N-cm' and (El)RC =8x10" N-cm2 The axial…

A: Given:- A piping system is shown  The magnitude of the force at point B = FB = 5375 N  The value of…

Q: Prob. 5- CD -6-十-6-十4十4+-6-十-6 - 6→-6→+4 75 kN | 100 kN 75 kN D 25 kN- E 25 kN F B J °K H 14 A, G…

A: Find the value of internal force member and state if it is in Tension(T) or Compression(C)

Q: 2 kN.m 3m 4m Steel aluminum Di=25mm Di=30mm G-83GPA G=28GPA

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Q: 9-2. The copper shaft is subjected to the asial loads shown. Determine the displacement of end A…

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Q: 40 k 20 k 5ft D 5ft -5 t- -5 f- -5 ft-

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Q: rectangular plate of dimensions gure). The plate is subjected to a c -f 12.0 MPa in the short…

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Q: R24 R12 R25 70 R14 3arif.0 34 694 ارسم الاشكال التالية بواسطة الاتوكاد: - 8125 $46 140 -1

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Q: 130 N A 30 mm C De В D - 40 mm- -60 mm An

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Q: p² – 3r + 2 lim r-1 r - 1

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Q: Determine the location (x̄, y̅) of the centroid C of the area.

A: Consider the following diagrams for calculating the centroid C of the area:

Q: 20KN Beam 2 32 KN/m 16 KN/m 6m 2m 2m RÍ R2

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Q: F6-2. 9 kN 3 m Prob. F6-2

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Q: A simply supported beam hinged at A and supported at C, is carrying a distributed load and a point…

A: Free body diagram -  Force in the vertical direction -  ∑FY = 0⇒RA + RC - 120 - 15×2 = 0⇒RA + RC =…

Q: -3m- el. 8 m -2m- -3m- Figure 4a el. 6 m el. 4 m el. 0 m

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Q: The beam is loaded as shown. which of the following nearly gives the maximum momen of the beam in…

A: Concept:- If the loading is symmetrical then load applied on the beam will be equally divided…

Q: 125 k Hinge 8 ft 50 k t 10 ft B 16 ft A 12 ft |-12 ft- 36 ft- --14 ft--14 ft-

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Q: fl m→ -2.0 m- e total deflection at B. [Hint: Use

A: a)   Take , a = 1m from left  , x = 2m from left , l = total length = 4m Given : EI = 2000 KNm2…

Q: = (3L – 4x), EIy = "(L– æ) wx? wa3 are the following: Ely O GPa, I = 1660 x 10^6 mm^4 10kN/m, L = 7m…

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Q: Q1: Use the conjugate-beam method an beam. El=30000 kN.m2. 80 kN.m EI B +-3m-

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Q: The beam cross section shown below has been proposed for a short pedestrian bridge. The cross…

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Q: EN/m on a 6.0m e beam is 400 m n is 500 mm. Use ps - 10 mm diam and fy - 1146 A 114 6 N

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Q: PROBLEN 204. Determire the X and Y coamporent P-204. F-390 lb Y 12 30 40 P-300 lb T-400 lb Fia,…

A: As per bartleby guidelines we are allowed to answer only one question if two questions asked, so…

Q: The breaking strength of the cablc FG that rupports the portable camping vtool is 4 kN Detcrmine the…

A: It is given that the breaking strength of cable FG is 4 kN.

Q: 1. Show that: GE (a) k = 9G-3E 3k-2G (b) v = 6k+2G

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Q: Bronze Aluminum Steel A = 0.75 in.? ЗР A = 1.0 in.? A = 0.5 in.? 2F P 4P- -3 ft 5 ft- - 4 ft–

A: Given:- σsteel = 120MPaσ aluminium= 68MPaσbronze = 110 MPa Abronze=0.75in2AAluminium=1.0…

Q: Determine the safe concentrated live load that the beam could support at the center based on its…

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Q: Pin support B roller A 3 m 1 m

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Q: Q3: A rigid beam ABCD is supported as shown. Initially and at room temperature the beam is…

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Q: Draw the shear and moment diagrams for the beam.

A: Consider the free body diagram of the beam shown below. Consider the equilibrium moment about point…

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: 1. Show that: GE (a) k 9G-3E 3k-2G (b) v = 6k+2G

A: Following is required answer :

Q: 5-2.2-2: Find the deflection at midspan using a W14X22 1 k/ft 4 3 2 k/ft 6

A: Given A simply supported beam  Required  Deflection at midspan

Q: 3.) f WD THE CROSS PRODUCT (a) AXB AND (D) BXA OF VECTORS A : 3i+ 2j-3k nD B--2it 2j-2k

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Q: 5-2.2-2: Find the deflection at midspan using a W14X22 1 k/ft 4' 3' 2 k/ft 6'

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Q: HW7: Conjugele Beam. Helhal 2EI 会 60 ku m 3m -2m- 2m Find 6R An

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Q: G/E is Select the correct response: 3(1-2v) 0.33(1-2v) O2(1+v) 0.5(1+v)

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Q: Design the steel reinforcement for short column(400x600mm) under the load Pu=1500KN use d-500mm&…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: dbject Sokg uotor

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

A: The loading system by an equivalent resultant force and couple moment acting at point A is to be…

Q: A R₁. 1000 kg Bla 200kg/m ✓ ܟܟܩܫܫܫܘ'B K-3m- 6m- R₂.

A: Draw shear and moment diagram?

Q: 40 lb 30 Ib 60 lb 12 16"- 60 1b 30 lb 40 lb 247. The three-step pulley shown in Fig. P-247 is…

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Q: 1 The evaluation of S. 3y³ e*ydxdy is е-1 -е None of them

A: ASKED: To evaluate the given double integral. Given, ∫01∫0y23y3exy dxdy

Q: -L/2- W kN/m mim -L/2-

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Q: f cables is shown and in a state of equilibrium. Using equilibrium equ. value of P (in kN). 1 10…

A: To find value of load P

Q: Two steel plates are welded to a rolled W section as indicated. Determine the moment of inertia with…

A: The given figure is shown below:

Q: Steel

A: The given beam is shown below:

Q: Ра? (3L - а) Smax тах 6EI

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Q: in fig. FV=------ -? (gate width =8 ft) water weight density= 62.4 lb/ft3 Seawater Y=64 lb /ft³ 11ft…

A: