Fig. 7.2. Using joint, section or graphical method, compute the stress of members BC,GC and GF of the truss given.OHinge1—Figure 8.1HingeFigure 8.2Hinge100 lbFigure 8.3AL8.1 through 8.5. Classify each of the structures shown as unstable, statically determinate,or statically indeterminate. If the structure is statically indeterminate externally.210.00ftHinge200 lbBG₁10.00ft30.00ft200 lbFigure 7.2710.00ftFigure 8.4Figure 8.568 8.6 through 8.8. Choose only two (2) out of the three (3) problems given.Fig. 8.6. Compute the stress in each member of the truss given. Tabulate the result.b.C.d.Using the figure above, answer the following problems:1. Determine the maximum deflection of the simple beam carrying a uniformlydistributed load, W. Consider the value of El as constant. Use the doubleintegration method.b.2. If E = 10 GPa, what value of I is required to limit the midspan deflection to ofthe span if the length of the span is 5 m and the value of the uniformly distributedload is 10 kN/m?C.A850ΕἸd.Fig. 8.7. Refer to the given figure to answer the following questions. Use Area-Momentmethod and show your solutions.900ΕἸ750ΕἸ600ΕἸx708.3EIyFigure 8.71. Which of the following gives the deflection under the 500 N load?a.608.3EI508.3EI1 m808.3EIW200 NL1mFigure 8.6Ymax2. Which of the following gives the deflection under the 200 N load?a.500 N4 m2 mBB910

Answered: Image /qna-images/answer/1e8e1bcf-5670-4004-801d-5d3642560108.jpg

Answered: Fig. 7.2. Using joint, section or…

Fig. 7.2. Using joint, section or graphical method, compute the stress of members BC, GC and GF of the truss given. 100 lb 10.DOR 200 lb 10.00 30.00 200 lb Figure 7.2 10.00ft 18.00ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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