SITUATION 2 Using the Portal Frame Method: 36 kN .B 10m 8m A 21-25) Determine the Shear force on Column CD. (in kN) a. 6 b. 12 C. 18 d. None of these D 10m E F 10m G H

Q: A 2 m 10 kN 2 m 10 kN 2 m- 15 kN.m B

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Q: Instruction: Detemine the Maximum Shear and Maximum Moment of the following beam shown below. 6. 10…

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Q: 4-47. Draw the shear and moment diagrams for cach member of the frame. 4 kN 4 kN 200 N/m 4 m 300 N/m…

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Q: Situation 10 - Given the following data of the figure shown: Dimensions: L, = 1.80 m L2 = 1.50 m Bar…

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Q: SITUATION 6. For Items 15-16. 15. Refer to segment BE. What is the 100 kN/m maximum shear? a. 100 kN…

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Q: IC -1.5 m--1.5 m--1.5 m Prob. F7-4

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Q: P = 35 Utilize Cantilever Method 2P kips 2P kips- Moment at column A a. 106 kft.cw b. 148 kft.ccw c.…

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Q: C B 2m 6m 40kN 3m 20kN D É embers DG using Method of Sections.0 3m F 30kN 3m H

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Q: n e 7-15. Determine the internal normal force, shear force, and moment at point C. 6 kN/m - 3 m C…

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Q: S) 4 (VEM DIAGRAN'S 0 Find Shear & Moment at C&D: 14KN/M INJ in D | BM | 3M | 34 B

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Q: please show all work

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Q: Using Cantilever Method: Compute for the axial load at BD, shear at CD and moment at A

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Q: SITUATION 6. For Items 15-16. 15. Refer to segment BE. What is the 100 kN/m maximum shear? a. 100 kN…

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Q: (Use section method) and Draw the shear and bending moment diagrams for the beam and loading shown.

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Q: solve by joint method or sections

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Q: 1. DRaw the shean and moment diagnom 20 kN/m 2.6.5 0 A 4m R.

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Q: | 20kN |20KN 10KN/M | 20KN 10KN/n | 20kw A IA IA IA

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Q: 4. Byusing MethodofSection, determinetheaxial forcein membersFC, EFand BC. 4 k 'F E 9 ft 2k A |C 30°…

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Q: 2/75 If the resultant of the loads shown passes through point B, determine the equivalent…

A: - In y direction : Ry = -10 + 4 - 12 = -18 kips - In x direction : Rx = 0 - Moment at point O : Mo =…

Q: 8.0l6 4Ft 4 SEAT WORK DETERMINE THHE TOTAL LENCTH OF TAE CABLES loo lb

A: tanθAB = 74⇒θAB = 60.2551°

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.