A Treatise On the Strength of Bridges And Roofs With Practical Applications And
A Treatise On the Strength of Bridges And Roofs With Practical Applications And
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for the vertical component of the strain in fG. This equation is the same as Eq. (18), x' here being the same as u, that is the distance from the abutment to midway between the loaded points.
118. Vertical Strains from the Moving L, oad. As this case comprises but a single system, one panel point can- not be fully loaded without a portion of the weight coming upon the next point, and thus rendering the conditions similar to those of the case in (54), and con- THE STRENGTH OF BRIDGES AND sequent...ly Eq. (37) applies wheji the truss is than half loaded, and Eq. (39) when less than half loaded.
119. Example. - In Fig. 47, Let I == 80 feet, the length of the truss, d = 5 feet, the depth of the truss, p = 10 feet, the distance between the panel points, in the same chord. W' = 80 tons, the weight of the full uniform movable load, w 40 tons, the weight of the constant load.
Substituting the values of these constants in Eqs. (14) and (157), we can form the following table of horizontal strains : Values of x.
What to read after A Treatise On the Strength of Bridges And Roofs With Practical Applications And?
You can find similar books in the "Read Also" column, or choose other free books by Samuel H Samuel Henry Shreve to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
for the vertical component of the strain in fG. This equation is the same as Eq. (18), x' here being the same as u, that is the distance from the abutment to midway between the loaded points.
118. Vertical Strains from the Moving L, oad. As this case comprises but a single system, one panel point can- not be fully loaded without a portion of the weight coming upon the next point, and thus rendering the conditions similar to those of the case in (54), and con- THE STRENGTH OF BRIDGES AND sequent...ly Eq. (37) applies wheji the truss is than half loaded, and Eq. (39) when less than half loaded.
119. Example. - In Fig. 47, Let I == 80 feet, the length of the truss, d = 5 feet, the depth of the truss, p = 10 feet, the distance between the panel points, in the same chord. W' = 80 tons, the weight of the full uniform movable load, w 40 tons, the weight of the constant load.
Substituting the values of these constants in Eqs. (14) and (157), we can form the following table of horizontal strains : Values of x.
What to read after A Treatise On the Strength of Bridges And Roofs With Practical Applications And?
You can find similar books in the "Read Also" column, or choose other free books by Samuel H Samuel Henry Shreve to read onlineMoreLess
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