structural and stress analysis second edition pdf

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structural and stress analysis second edition pdf

ZyStructural k and Stress / Analysisco,.piidffiflr'V'' -4- 1' \T. H. G. MegsonStructural and StressAnalysisSecond EditionbyDr. T.ll.G. MegsoilWWW Fnai

structural and stress analysis second edition pdf inftftrinnFRooksPdf mmWWW. Fna inftftri no F Ron k sPdf cornSolutions ManualSolutions to Chapter 2 Problemss.2.1(a) Vectors representing the 10 and 15

kN forces arc drawn to a suitable scale as shown in 1 ig. s.2.1. Parallel vectors AC and BC arc then drawn to intersect at c. The resultant is the ve structural and stress analysis second edition pdf

ctor oc which is 21.8 kN at an angle of 23.4" to the 15 kN force.(b) From Eq. (2.1) and Fig. s.2.1R' = 152 + 102 + 2 X 15 X 10cos60°which givesR = 21.

structural and stress analysis second edition pdf

8 kN.Also, from Eq. (2.2)10 sin 60” tan fl — 15 + |0COSM

ZyStructural k and Stress / Analysisco,.piidffiflr'V'' -4- 1' \T. H. G. MegsonStructural and StressAnalysisSecond EditionbyDr. T.ll.G. MegsoilWWW Fnai

structural and stress analysis second edition pdf resultant R is then equal to 8.6 kN and makes an angle of 23.9° to the negative direction of the 10 kN force.(b) Resolving forces in the positiveX di

rection structural and stress analysis second edition pdf

ZyStructural k and Stress / Analysisco,.piidffiflr'V'' -4- 1' \T. H. G. MegsonStructural and StressAnalysisSecond EditionbyDr. T.ll.G. MegsoilWWW Fnai