15KN 12kN 10KN 40KN/m 30kN/m 20KN/m 1.50m 2.50m 2.50m 2.50m 3.00m 1.00m 4.00m 5.00m 4.00m

Q: 1.What is the maximum intensity of moment for the beam loaded as shown?       -20 KN-m       -40…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: Problem #4: F2 = Y (N) F1 = 170 + C (N) 30º| 60° -2 m- -3 m- 4 m B F3 = X (N) 11. Determine the…

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Q: 5.The following force system is. .. A. Concurrent coplanar force system 12ON 100N B. Non concurrent…

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Q: Determine the shear (in kN) in member AB using Portal Method. Input the magnitude only. P=50kN A C…

A: Given information in question  Point load acting at A Dimensions  Portal method To find out  Shear…

Q: What is the Maximum moment in kN-m. Given: w1 = 47, w2 = 18, a = 3, b = 3, and c = 3. %3D w1 kN/m w2…

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Q: Determine the shear (in kN) In member AB using Portal Method. Input the magnitude only. P=50KN B C…

A: Given data in question  Span member length  Point load Portal method To find out  Shear force in…

Q: Compute the moment (kN-m) at B. 120 kN 80 kN 30 KN/m B 2m Tom Sm

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Q: 20kN m 4m C

A: The moment distribution method is a structural analysis method.it is used for statically…

Q: Q:by using influence lines.findshear and moment in point h.

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Q: Lm im L, im 1. Determine the slope at point A and the deflection at point C. El=2000OKN-m2. Use…

A: There is a simply supported beam given in the question.   The total length of the beam= 8m EI=…

Q: What is the Maximum moment in kN-m. Given: w1 = 42, w2 = 11, a = %3D 3, b = 4, and c = 3. w1 kN/m w2…

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Q: 6 K4 14 15KN 2 KN 至- 豆

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Q: 60 KH Time: 30KN DRAW the shear and moment diagram with complete soktion Im

A: To Draw The shear force and Bending moment diagram of the Beam given.

Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60…

A: Given data in question  UDL Span member length  Settlement  To find out  Fixed end moment of AB

Q: 9.35 KN /m 2m SOLVE FOR SHEAR FORCE DIAGRAM AND SHEAR MOMENT DIAGRAM 116 KN CS Scanned with…

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Q: Question 13 of 15 0/5 E The 27-N force P is applied perpendicular to the portion BC of the bent…

A: Free-body diagrams represent the relative magnitude and direction of all forces acting upon an…

Q: Q.2 Find the reactions and draw S.F.D & B.M.D by using Slop Deflection Method? El = 104 kN.m 30KN 1.…

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Q: A A sp wt = y В C 10. Find the moment about AB of the force acting on one side of the vertical…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: 5.19 Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with…

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Q: LQ5J( problem 3/203p134) رسم السؤال Determine the reactions at the pin A" and the roller Er if (p=…

A: To find reaction at support A and E

Q: Using Slope Deflection Method for and all reactions at support. Use I = 1/12 b(h³) and E = 2.10x107…

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Q: Q.3 determine moments around the points A and B? A A 2m 100 KN 530 45 Sm to 60

A: Given- To find- Moments about point A and B.

Q: Determine the projection of the force F = 40 N perpendicular to line BC. G uD = - 4/5 j + 3/5 k, u-c…

A: F=40N

Q: Draw the shear and moment curves for each indeterminate beam. Reactions are given. Label max- imum…

A: Solution: Draw the Free Body diagram of the structure:

Q: HOMEWORK Draw S.F.D. and B.M.D. for Beam JZ below by using the Moment Distribution Method. 14.1 kN/m…

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Q: What is the Maximum moment in kN-m. Given: w1 = 44, w2 = 19, a = 3, b = 2, and c = 3. w1 kN/m w2…

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Q: 3. Extra problems Find internal bending moment distribution. EI a EI El=2EI, 2P (a) (b)

A: For span 1-2, the load P acts at its mid-point Hence, H1=P2← Now, for the whole structure,…

Q: 400 N/m 200 N/m HW19.1 - Determine the normal force, shear force, and moment at points D and E. D. 4…

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Q: What is the Maximum moment in kN-m. Given: w1 = 43, w2 = 19, a = 2, b = 2, and c = 2. %3D w1 kN/m w2…

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Q: Find the sagging curve of the beam and og dc d0=12kN, L=2m, El=6kNm qo JA L/2 C L/2 В

A: Find the sagging curve of the beam and deflection at B and C

Q: What is the Maximum moment in kN-m. Given: W = 20, a = 1, b = 9, %3D and P = 50. PkN a m W kN'm b m…

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Q: Compute the vertical movement under P 50

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Q: What is the location of the Maximum moment from A in meters. Given: w = 14, a = 3, b = 5, and c = 2.…

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Q: What is the Maximum moment in kN-m. Given: w1 46, w2 = 18, a = 3, b = 2, and c 3. %3D %3D %D w1 kN/m…

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Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60…

A: Calculate fixed end moment for,FEMAB=?

Q: 17.3 kN/m 5.65 m 1.75 m 2.3 m Determine the moment at Bin kiloNewton-meters (kN-m)

A: We are asked to find moment at support B, but we see the support B is a simple support. Simple…

Q: 28 KN 40 ka Am 45kNm TITI + 2.6m + 1-2m

A: ASKED: To draw the shear and moment diagrams and determine the maximum moment.

Q: 300N (-2,2) (4,2)

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Q: SITUATION V: 50 kN 4 m B. 5 m 16. Compute the moment at B. a.-250 kN. m C. -350 kN. m b.-200 kN. m.…

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Q: Determine the value of moment influence line at point D.

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Q: Q3: The of the moments about point C sum A due to the forces and couples acting on the bar is zero.…

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Q: F2-20. The 3-m-wide cart is filled with water to the level of the dashed line. If the cart is given…

A: B=3m a=4m/s2

Q: Problem Number 2 Using the slope-deflection method, draw the bending moment diagram. 3m B 2EJ 4m *…

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Q: 5 kN/m 150 kN-m B C 5m 15m

A: According to the superposition principle, the effect of all forces is equal to the algebraic sum of…

Q: he moment (kN-m) at midspan if x = 2 m? e correct response 7.5 37.5 7.5 5 X

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Q: 30 kN 4 kN/m I B EI 2EI ΕΙ 4 m 8 m -12 m 10 m MOMENT DISTRIBUTION METHOD. Solve the member…

A: Solve Internal moment at support using Moment Distribution Method

Q: What is the location of the Maximum moment from A in meters. Given: w1 43, w2 11, a 4, b 2, and c-…

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Q: 120i – 100j + 75k and F, = -200i + 250j + 175k determine the resultant If F, moment produced by…

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Q: Determine the Horizontal Deflection at E. Indicate the negative sign if the answer is to the left AB…

A: Free body diagram of the beam -  Force in the vertical direction -  ∑FY = 0RA + RF - 8 - 12×30×7.5…