18 kN/m 6 kN A - 3 m

Q: Determine the shear and moments in the floor girder as a function of x. Assume the support at A is…

A: ASKED: To write the shear and moment in the floor girder as function of x.

Q: 1. Determine the force in each member  BC, BE and FE of the truss shown using the Method of…

A: A truss supported on hinge and roller support at both the ends is given in the question .Length of…

Q: Consider the frame shown. Use the portal method of analysis. Follow the sign convention. Draw…

A: Solution: Step I: P+2P+2P+P=36kN P=36/6 = 6 kN Step 2: MAE = MDH = Px5 = 6 x 5 =30 kN MBF = MCG =…

Q: 2. The force F and the dimension d are given. Because of the rollers at C, the supporting re- action…

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Q: • Determine the shear and moment in the beam as a function of x 5KN/m 15KN -3m-1-2.5m-

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Q: Find a absolute axial Force at member AB and BD when the unit load is placed at B

A: Calculation of reactions when unit load is at B Since the loading is symmetrical we get equal…

Q: -- 3 kips/h 20 kips- L 10' 10'-t 20'

A: Step 1

Q: 9-27. Determine the force in m Prob. 9-27

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Q: Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section made from a…

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Q: Far the cantilever shown. X 6m Determine the internal shear force at distance 4m to the nght of…

A: Introduction : Shear force : Internal shear force is the adding of forces from right to section or…

Q: 6-46. Determine the placement b of the hooks to minimize the largest moment when the concrete member…

A: Given that :

Q: Determine the axial forces in members BC and CG by the method of section.

A: Given Data Find the forces in member BC and CG using method of sections.

Q: Determine the shear and moment in the floor girder as a function of x as shown in Figure Ql. Assume…

A: To determine the shear and moment for the given girder as functions of x.   The shear and moment in…

Q: 40 kN 3 m -3 m +3m A B C 35° E

A: Given data  Point load  Span length  Angle between members

Q: Determine the internal moment at joints F and G. 8m F A B 4m+ 8m 20 kN/m 8 m G D E 44m 4

A: To find the internal moment at the Joints F and G of the symmetric frame shown in the figure.

Q: Find the stresses in the wires P1, P2, P3 shown if their diameters are 100mm each and P3=20KN and…

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Q: *6-40. Determine the force in members CD, CF, and CG and state if these members are in tension or…

A: Reference : Structural Analysis, Truss section (Method of sections) Given : The number of forces To…

Q: 6 ft D -4 ft- -4 ft- B | Determine the normal force at point b using method of section if w =…

A: The problem is illustrated as: Getting the reactions of the supports: ∑MA​=0 ; assume clockwise…

Q: 2m 1.5m C 1.5m E 1.5m 388N

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Q: 4-9. Determine the internal normal force, shear force, and bending moment in the beam at point C.…

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Q: 2-43. Determine the horizontal and vertical components at A, B, and C. Assume the frame is pin…

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Q: 80 D E kN 8 m A C 8 m 5 m

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Q: Compute the location of zero shear from support A.

A: Step 1  Draw Free Body diagram of the Given Beam By removing all support with Corresponding…

Q: a. Calculate for the shear at column CB in kN using portal method. b. Calculate for the axial force…

A: Portal Method: This method is proposed by Smith. This is an approximate method for lateral load…

Q: where should the cut section be if you need to find the force in member DE,BC and DC 3m B m 2m 10 KN…

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Q: G H A 5 kN/m 81 8 m L I B 3 kN/m 8 m K J C 5 kN/m 8m F E D

A: It has been asked in the question to Draw the approximate moment diagrams for each of the five…

Q: Determine (approximately) of the force AE, AB and EF of the truss. Assume the diagonals can support…

A: The method of sections is a process used to solve for the unknown forces acting on members of a…

Q: Compute the force in bars DF, EF, and EG of the truss shown using method of sections.

A: Consider the figure,

Q: 3. Assume all truss mombers and the columns to be pin connectod at their onds. Draw (approximatoly)…

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Q: Given the truss below, find the tension connected at pin D then find the forces in members BD, CD…

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Q: t Find the bar force in the active tension diagonal in the third panel from the left and the bar…

A: Given : Forces in members CD, JK, DK and CJ Active tension diagonal member is DK. We will use method…