4 20 kN /=3 m d 1-3 m Which of the following most nearly gives the force in member cd due to a downward vertical virtual unit load at e? -1 -1.41 O 10 KN O

Q: Properties of the Wide Flange Section: gy tf = 61 mm bf d = 1,050 mm Iax = 14.734 x10° mm4 Iay =…

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Q: 4. Draw Shear Force and Bending Moment Diagram 5 kN A 2 kNm 4 kN/m C D LLI E

A: Note:- As per guidelines we are only supposed to answer first question.

Q: 1 Find the forces in members BC and EC. F lalu 4 P = 3 KN m E Lim أحد B 키 Q = 5 KN 1.5m P 0= 40⁰°

A: Given data in question  Load 3 and 5 kN Angle 40° Span lengths To find out  Member forces in BC…

Q: 607 mm 605 mm C A B 25.5mm 53 mm f the gap between C and the rigid wall at D is initially 0.153 mm,…

A: Given. The load (P)= 205KN GAP BETWEEN CD =0.153 mm   Our aim is to calculate the support Reactions.…

Q: Determine the value of bending moment in column 3 (in kip-ft, absolute value) if the bay width is 20…

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Q: drs - The semicircular rod has a 200 N load acting on it at the lower end in the direction shown in…

A: Given Data: The load acting on the lower end of the rod is P=200 N. The radius of the semicircular…

Q: Determine the force in member DJ, in kN. 10 kN 10 kN E B F 6 m G L K J H Y10 kN 6 panels at 4 m…

A: To find out the force in member DJ.

Q: Beam AB has a negligible mass and thickness, and supports the 200-kg uniform block. It is pinned at…

A: The given figure is shown below:

Q: Draw the shear force digram and bending moment digram

A: Given data in question UDL 20kN/mPoint load 40 kNSpan 6 mTo find out SFDBMD

Q: If the maximum force that any member can support is 8 kN in tension and 6kN in compression,…

A: moment about A = 0RE x 4 = P x 8RE = 2 P , RA =-Pat point D,  FCD Sin 60=PFCD = 2P3FED = -FCD…

Q: 10 kN D 10 kN Determine the force in member DJ, in kN. O E B F 6 m Ag H 10 kN 6 panels at 4 m- K J O…

A: Determine the force in member DJ, in KN.

Q: 1. Determine the resultant internal loadings acting on the cross section at B of the pipe shown. End…

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Q: A M OF B 5m 5m 10 m 30 m 5m The beam AF is supported by a hinge at point A and a roller at point D.…

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Q: Q3. The rigid beam is supported by a pin at A and wires BD and CE. If the distributed load causes…

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Q: Draw the shear and moment diagram of the structure shown below.

A: Draw the free-body diagram of the beam. Write the equilibrium equation for the sum of the moment…

Q: Solve for the support reactions and draw and label the SFD and BMD

A: The given beam is shown below:

Q: Determine the value of bending moment in column 3 (in kip-ft, absolute value) if the bay width is 20…

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Q: g Redundant at "A". Find the su ons. mber Length (m) Area (m²) 10-3 E (kN/m²

A: to find, the support reactions assuming, Horizontal reaction at A as redundant. and, using…

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.