Solve the axial forces of the members indicated in the box below 50 KN 75 KN 25 KN 3.00 m 3.00 m 3.00 m LB 40 KN 2.00 m H 2.00 m 15 KN 2.00 m Туре of MBRS Magnitude, KN Force AE ВС CE

Q: oller support at A and hinged at C. The truss carries a vertical load of 50 kN at je ctional area of…

A: To find force in member BC

Q: 1.0 m wide cover articulated at Point B, as shown in the figure below it is attached to the base and…

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Q: 7=17.3 kN/m²³ qu= 96 kN/m² Struts are spaced at 4.0 m center to center. A 1.5m 3.0m 3.0 m 3.0m 1.5m…

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Q: Solve the axial forces of the members indicated in the box 50 KN 75 KN 25 KN 3.00 m 3.00 m 3.00 m 40…

A: The member forces are calculated using the method of sections as well as the method of joints.

Q: Solve the axial forces of all members. 25 KN 25 KN 20 KN 2m B 3m 50 KN.m HA

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Q: 1. Solve the axial forces of the members indicated in the box below. 50 KN 75 KN 25 KN 3.00 m 3.00 m…

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Q: 30 kN 2 kN/m Determine the vertical reaction at support 3 kN/m 60KN.m B of the given beam. B 10 m…

A: (d) 61.33 KN

Q: Determine the active force per unit length of the wa Y = 16 kN/m 4 = 30 e' 0 Groundwater table 3 m…

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Q: 1. Solve the axial forces of the members indicated in the box below. 150 KN 175 KN 125 KN 3.00 m…

A: To find force in members GH,BC,CE and FG

Q: 5 kN 20 kN/m B. -211 3 m

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Q: 12 kN/m B C 3 m 6 m- Prob 7 65

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Q: The bent plate is 1.8 m wide and is pinned at A and rests on smooth support at B. Determine the…

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Q: 2. The resultant of three parallel forces (one is unknown) is 30KN acting upward at 10m t the right…

A: The resultant force magnitude =30KNLocation of resultant from A =10m upward

Q: 1. Solve the axial forces of the members indicated in the box below ** 50 KN 75 KN 25 KN 3.00 m 3.00…

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Q: given the image, find the support reaction components at the pin joint A and the roller B 2 m 5 KN E…

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Q: A rectangular gate 1.5m wide and 3m high is vertically submerged in water with its top edge…

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Q: Determine the internal force in member jk. 8 kN (A) 13.33 KN (T) B) 21.33 kN (C) 14.17 kN (T) D)…

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Q: 150 kN 40 kN/m Determine the vertical reaction at support B of the given frame. 8 m 20 kN/m 6 m 6 m…

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Q: What is the reaction at point B (kN)? a. 15.46 kN b. -7.35 kN С. 7.35 kN d. 17.66 kN Provided that…

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Q: determine the reactions at supports A, and C? 3 m 3 m 20 kN G F E 80 kN 20 kN 4 m 40 kN A B C D 4 m…

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Q: 20KN/m D 4m kN/m | 6m B 5m

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Q: Determine the internal force carried by member BC. 50 kN 50 kN 100 kN D. 4 m B 3 m

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Q: 6 KN m 9. 2.2 3. FIND THE REACTION SUPPORTEO BEAM

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Q: Analyze the beam 4P (kN) 2P (kN/m) 80° 3m 3m 4m 3m

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Q: Problem 8: Replace the loading by an equivalent resultant force and couple moment acting at point 0.…

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Q: 5. Determine the support reactions 480 Ib/ft 600 lb/ft D B C 6 ft- 2 ft

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Q: Determine the Support reaction at A And B? 4 m w=15 kN/m 3m 3m

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Q: 2/86 If the resultant of the loads shown passes through point B, determine the equivalent…

A: Couple: A couple of a system is defined as the force with a resultant moment but no force. Due to…

Q: Analyze the structure below using cantilever beam method 25KN C 3m 50KNB H 4m 6m -8m- SOLVE the…

A: Given data in question  Frame Horizontal loading To find out  Centroidal distance from column ABC

Q: Find the following: (a) vertical reaction point C (b) vertical reaction point G (c) vertical…

A: Given:-

Q: ellate the magnitude, directio and location of the resultant force of the water on the pir bend

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Q: Compute the reactions of the fixed support at Point D. 50 N 20 N / m 10 N/ m В 50 N-m 10 N/m C D…

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Q: Find the reactions at supports. 10 KN 2 m 20 kN-m Im 3 m 24 kN-m B 10 KN E Im 2 m

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Q: 4. Determine the support reaction at A and B for the given beam. l0 kN 20 kN A 3M 5M 3M B

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Q: Solve the axial forces of the members indicated in the box below 100 KN 125 KN 105 KN 3.00 m 3.00 m…

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Q: 45 KN/m 200 50 KN 9.00 m R. 3.50 m 150 KN-m 7.00 m

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Q: Column Load at Grid B3 A L1 + + (2) (3) L1 L1 The floor construction in this structure comprises two…

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Q: Determine the internal force in member jk. 8 kN A 13.33 KN (T) B) 21.33 KN (C) 14.17 KN (T) D 52.00…

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Q: B. Determine the support reactions at A, C & D of the loaded beam. 150 KN 45KN/m B 1.0 m 3.0 m 1.50…

A: To Determine Reactions at support A,C,D. There is no horizontal force, hence no horizontal reaction…

Q: Determine the Support reaction at A And B? 4m w=15 kN/m ↓ A OB IC

A: Given :

Q: Determine the Support Reaction of the Beam shown below 19 40kn/m 'D' kN 20kn/m

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Q: Determine the Reactions on the supports of the Loaded Beams. A) RA= KN, Rg = KN 1 20 KN 45 KN/m 175…

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Q: 1. The overhead electric hoist C rides along a track on the horizontal beam AB. In addition to the…

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Q: Determine the force member DE? 2 m 2 m 160 kN 160 kN

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Q: Q.81 The point of contraflexure in the beam from C will be 10 kN 10 kN/m 10 m 2 m C

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Q: F M M A В a b a Calculate the reaction forces of the structure, with the sign convention drawn! What…

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Q: Determine the member force LK(kN) in the figure shown. 2 m-2 m 2m 2 m 2m 2 m 2 m 2 m a 50 kN 50 kN…

A: We have to determine the value of member force LK in KN as shown in the figure as per the given data…

Q: /86 If the resultant of the loads shown passes through point B, determine the equivalent…

A: Given:  An overhang beam from one side of length 2.1m till supports and 0.9m after supportTo…

Q: |-2.4 -2.4 m-17 6 m -2.4 m- M 1.2 m K "H 18 kN 3.7 m 18 kN 36 kN F 3.7 m C D E 3.7 m 1.5 m 1.5 m

A: Finding out support reactions.

Q: Determine the vertical reaction at the fixed support. 70 kN 30 kN/m 150 kN m

A:

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.