ByusingAreaMomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN B A 9 m +3m- El = constant E = 200 GPa I = 830 x 106 mm (a) Real Beam

Q: Using AMM, solve for: Y. (mm) b. ӨЕ (rad) а. E = 200 GPa, I = 3.125x10° mm P (kN) kN/m 75 60 kN/m 2m…

A: given  E =200 GPa I = 3.125 *109mm4 find the rection at support  A has simple support so reactions…

Q: Use the graphical method in solving the bar forces D 12 m B E 1200 kN 12 m F 9m 2400 KN 1200 kN

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Q: Determine the deflection at D using AREA MOMENT METHOD

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Q: A Rectangular channel (n = 0:011) 18 m oide to carry wwater at The slope d the channel s 0.00078 (9)…

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Q: By moment-area method, determine the value of El6 at point A of the overhanging beam 900 N/m 600 N-m…

A: Moment-area analysis is one of the most effective methods for determining beam and frame bending…

Q: 8 kN 8 kN 8 kN F 4 kN G E 4 kN A D В 4 m 4 m

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Q: 10 kN/m A В 6 m 6 m

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Q: Considering the beam provided. If El = 200000 kNm² and using any method. Determine the difference in…

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Q: w = N/m Omax 764EI at x = 0.475L

A: This is fixed beam with uniformly varying load and find out deflection at x = 0.475L.

Q: Determine

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Q: 2. By using AreamomentMethod, Determinethedeflectionatthefreeendof thebeamshown 180 kN 15 kN/m В D…

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Q: Using Double Integration Method for the deflection of beams analyze the given structure below.

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Q: Q1\ Design the spacing of Ø10 mm stirrups at the critical section of beam shown in figure.fy = 400…

A: Dia. 10 mm stirrupsfy = 400 MPaf'c = 25 MPa

Q: solve for the total head loss given that the pressure drop between the junction=250kPa. (f=0.02)…

A: To determine the total head loss.   Given, Length of pipe (1), L1 = 875 m Length of pipe (2), L2 =…

Q: For the built-up tee-shape (Ex= 350 MPa) shown: a). determine the yield moment My with respect to…

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Q: Q.I Arigid horizontal bar of negligible mas is Conected to two vods as shown in fig If w = 15 kg the…

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Q: Problem 6.23 (Ans. 9.93 mm) Wp = 12 kN/m WL 16 kN/m 480 mm 550 mm 4 #22 -6 m- 300 mm 70 mm

A: There are few data Missing in the question. In order to get the given answer 9.93 mm I have the…

Q: 4. ByusingArea MomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN A C 9…

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Q: 20kN/m 4m E = 2 *10³ kN/m² I = 1 *10-4 m4 Required: AB Answers in structures lectures: ETABS's…

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Q: Determine degree of static indeterminacy

A: Given data : Number of member (m)=8Number of external support reaction (R)=3+3+3=9Number of joint…

Q: Use:E= 200 000 MPaI- 500 mm 120 kNim 120 kN/m -20m- -20m 20m

A: According to given data E= 2000000 MPA

Q: 20kN m gm

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Q: -30 ft- ft OE 60 k 40 k - 30 k -30 ft- OF 20 ft impi snossib

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Q: Determine degree of static indeterminacy

A: The given question is related with structural analysis . In this question we are provided with value…

Q: 1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if…

A: Given: The properties of the C-channel are given as: L=1.80 mA=1700 mm2d=127 mmbf=48.0 mmtf=8.13…

Q: Support Reaction Ay unit Dirction(U/D) kN 10 kN-m By kN Support Reaction unit Ma Dirction(CW/CCW) 10…

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Q: Use He Area-moment mefhond to calanlate the slope and deplection about point 7 the imply fuppertaed…

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Q: Consider the vector V with V = 1 kN. Resolve V into components Vp along the p-axis and Vq along the…

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Q: Which of the following most nearly gives the vertical displacement (mm) at e? 80/AE 113.14/AE…

A: Given:

Q: M3SW 3 An Aluminum shaft with a constant diameter of 50 mm is loaded by torques attached to it as…

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Q: Refer to the beam shown, 75 kN/m 2m For the beam shown, what is the value of 084 in terms of El…

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Q: Using DIM or MAM or CBM, find the vertical displacement at the midspan of the beam shown, El is…

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Q: ample Problem 5| A cast-iron beam carries the loads shown. If f;s20 IN/m² and fe<80 MN/m² , compute…

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Q: Calculate the plastic moment (kN- m) of the built-up section formed by the channels and rectangular…

A: Plastic Moment :  Any loading above this point theoretically results in infinite plastic…

Q: (a) EIy' value at the free end      (b) maximum EIy value

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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A 5m-

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Q: Item 2: Solve the midspan deflection. 5W (kN/m) Im 2m 2m 8W (kNm) Э. 2m

A: The double integration method will be used for solving the mid span deflection of the given…

Q: ByusingAreaMomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN + 3 m- 9 m…

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Q: 6' 8⁰ I 10' 5' с 1000 155 A 45° F 2000 15's 61 J S D B Calculate Forces in 7' 500 lbs IJ FD CB H 45°…

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