PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU. Use Portal Method From the frame loaded as shown. Solve the following: a. The shear at girder HI.  b. The end moment at girder HI. c. The shear at girder EF. d. The end moment at girder EF. e. The moment at column C.

Q: Please show your complete solution. Thank you! The truss is supported by a hinge at A and roller at…

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Q: Refer to the truss shown  a. Determine the maximum positive ordinate for  member DC.  b. Determine…

A: First we will draw the Influence lines for member AB and DC

Q: Two boards each having the same EI and length L are crossed perpendicular to each other as shown.…

A: Free body diagram of box1  Free body diagram of box2

Q: From the frame loaded as shown. Solve the following if P = 15 Use Cantilever Method. 2P kips 2P…

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Q: F6-4. Determine the greatest load P that can be applied to the truss so that none of the members are…

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Q: The Fink truss is supported by a hinge at A and by rollers on a 1 to 2 slope at B. The bracing bars…

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Q: Consider joint C next. The Free-Body diagram is shown. All members are assumed to be in tension. Use…

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Q: Q: Identify the zero-force members, and then find the force in members (CB, DE, CK, KL and EH) using…

A: Zero Force Member : FI, HF, EH and BM Let Three members are meeting at a point , if two forces are…

Q: Incorrect Consider joint D next. The Free-Body diagram is shown. All members are drawn as if in…

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Q: Design the W14 section column AB of the frame shown. Assume it is unbraced along the x axis and…

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Q: FL AZ A C B D 2a a a The figure above shows a static indeterminate beam ABCD. The beam has a fixed…

A: Since A and C are simply supported MA and MC = 0 using three moments , 2MB ( L ) = 6a1x1L1 + 6a2x2L2…

Q: 2 k 2 k 2 k - 5 ft- 5 f 5 ft 5 ft H F 5 ft as D 03. FUND-PROS 037 Pearen Calculate forces in memhers…

A: To find the force in member GF ,DG and CD-

Q: The Fink truss is supported by a hinge at A and by rollers on a 1 to 2 slope at B. The bracing bars…

A: Solution- According to the question the diagram is given below,

Q: Prove if the truss below is determinate, stable, or unstable. P is 3 Kips. Assume A and D as pin…

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Q: Determine the force in membres DC, HC, and HI of the truss, and state if the members are in tension…

A: Given data : Determine the force in member DC , HC and HI?

Q: The truss below is supported by a pin at A and a rocker at G. Determine: a) the support reactions at…

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Q: 6-30. The Pratt bridge truss is subjected to the loading shown. Determine the force in members JI,…

A: Given : Determine forces in member JI, JE and DE ?

Q: 3 m 2 KN Lik

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Q: Determine al! furce of members the truss shown 3 600 4 m

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Q: a. Compute the axial load of member BF. b. Compute the shear load of member GH. c. Compute the…

A: Assumption made in portal method: Inflexion point occur at mid ht of each column & beam.…

Q: Determine the force in member BE of the loaded truss - 16°- -12 12 B. 15 15 E 15 L 21 15 45 D

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Q: Classify each of the following structure as statically determinate, statically indeterminate, or…

A: Consider the first structure. The number of total unknown reactions are r=5. The number of…

Q: Statics

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Q: Identify the zero-force members of the truss shown below. 15 kN 4 m ... 4 m 4 m 4 m H 9 m

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Q: Show FBD and complete solution.    Determine the horizontal and vertical components at A and C.…

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Q: F6-9. Determine the force in members KJ, KD, and CD of the Pratt truss. State if the members are in…

A: The given truss above is analysed using method of sections to find forces in members KJ, KD, CD…

Q: Find the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH=1200N (C)…

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Q: BADLY NEED IN 1HOUR PLS THANKYOU Above is a simple truss with P = 45.67 KN (write answers in kN in 2…

A: As there are multiple questions posted, according to guidelines only the first three are being…

Q: Determine the force in each member of the loaded truss. All triangles are 3-4-5. Enter a positive…

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Q: 1-2-8 The four struts at A, B, C, and D all have the same cross-section. Find the minimum diameter…

A: Given:- Ultimate normal stress=58 ksiFactor of safety=3 To find:- Minimum diameter

Q: Determine the zero-force member/s in the truss shown A. BF, BG, CG B. CG, DG, DH C. BF, DG, CG D.…

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Q: C, VFc in kN LA in kN-m er KH, MKH in kN-m

A: force in columns

Q: 8 kN C 2m 1 (3) 15 kN - 2m- -2m-

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Q: 15 kN F E D 6 m A B C E8 m-8 m–

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Q: B 2m 6m 40kN 3m 20kN Determine the force in members EC using Method of Sections.0 3m |F 30kN 3m H

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Q: 5 20lw 30KJ 2 13 4m lokaj A 3m 3m 3m 3 y

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Q: Problem I - Frame members ABCD and EFG are continuous. Determine the forces in links BF and DG.…

A: To Determine Force in links BF & DG.

Q: Problem 1. Method of Section in Trusses A bridge walkway shown has 80 kN loads acting on B,D,F, and…

A: Determine the force in member CE using method of sections.

Q: Solver for Axial force at column EA. Shear force at girder EF. End moment at girder EF.

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Q: B 30⁰ P N 10 kN M L 20 kN FV 0 6 panels at 5 m K G 20 kN J 20 kN 30° 10 KN

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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.