The Stress Analysis of Bow Girders |
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Page 5
... our calculations seven - figure logarithms were used , and probably this accuracy was not considered necessary for calculations from which curves were to be plotted . n . The terms in W in the other two THEORETICAL ANALYSIS 5.
... our calculations seven - figure logarithms were used , and probably this accuracy was not considered necessary for calculations from which curves were to be plotted . n . The terms in W in the other two THEORETICAL ANALYSIS 5.
Page 6
... plotted instead of cos2 0 , sin2 0 , & c . The integration must be extended around the whole curve for the terms involving M。, To and F。, but only around the 0 appro- priate ranges for the terms in W1 , W2 , & c . The values of the ...
... plotted instead of cos2 0 , sin2 0 , & c . The integration must be extended around the whole curve for the terms involving M。, To and F。, but only around the 0 appro- priate ranges for the terms in W1 , W2 , & c . The values of the ...
Page 12
... plotting values of CD and XD against s and measuring the areas of the resulting curves . These multiplied by w then give the bending moment and torque due to the distributed load acting alone , and must be found for a number of ...
... plotting values of CD and XD against s and measuring the areas of the resulting curves . These multiplied by w then give the bending moment and torque due to the distributed load acting alone , and must be found for a number of ...
Page 16
... plotted at a distance equal to the length from B to 16 measured round the curve . The area of this diagram may now be computed either by plotting to scale ( Fig . 7 ) and measuring the area with a planimeter or , without plotting , by ...
... plotted at a distance equal to the length from B to 16 measured round the curve . The area of this diagram may now be computed either by plotting to scale ( Fig . 7 ) and measuring the area with a planimeter or , without plotting , by ...
Page 17
... plotting . B C6 7 12 13 14 15 16 17 18 19 A Algebraical sum of areas CD CD cose ds . Fig . 8 . The calculated values of integrals required for Example 1 , without the coefficients 1 / EI and 1 / NJ , are shown in Table 3 . Flexural and ...
... plotting . B C6 7 12 13 14 15 16 17 18 19 A Algebraical sum of areas CD CD cose ds . Fig . 8 . The calculated values of integrals required for Example 1 , without the coefficients 1 / EI and 1 / NJ , are shown in Table 3 . Flexural and ...
Common terms and phrases
bending bending moment Building Research C₁ C₁D₁ C₂ C₂D₂ calculated CD and XD CD₁ CHIG AN UNIV CHIG MICHIG CHIG UNIV UNIV CHIG UNIVE ERSITY CHIGAN concentrated loads cos 0 ds cos² 0 ds denote the coefficients evaluated Example GAN UNIV Gibson and Ritchie ICHIG CHIG CHIG IGAN MIC RSITY MIC UNIV UNIV MICH RSITY MICHI ERSITY UNIV MICHIG CHIG MICHIG RSITY MICHIG UNIV MICHIG UNIVE UNIVE MICK NIVE normal numerical values obtained R₁ RSITY AN UNIV RSITY UNIV UNIV RSITY UNIVE RSITY shear force Simpson's rule sin 0 ds SITYCO strain energy Substituting in equation torque and shear uniformly distributed load UNIV AN CHIG UNIV AN UNIVERSITY UNIV GAN UNIV RSITY UNIV UNIV UNIV MICHIG UNIV UNIV RSITY UNIV UNIV UNIV UNIVE CHIG UNIV UNIVE MIC W₁ W₂ XD₁ XD₂ ds XE ds дмо это