Elasticity of Portland Cement
Elasticity of Portland Cement
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\ . ""rtLj " ( AFTER I AFTER 2 MONT -I MONT MONT IS S 10 IS 20 23 30 LOAD AT QENTRE OF 3OiNCH SCAM IN -U55.
The value of B is found in the same way as Young's modulus is for other materials, i. E. From the formula B = WL 3 48TT)' where W = increase of load from one point to the next (usually 1 Ib. ) ; D = increase of deflections corresponding to this small 8 BROWN ON ELASTICITY OF PORTLAND CEMENT. [Selected increase of load ; L = unsupported length of beam (usually 30 inches) ; I = geometrical ...moment of inertia of the cross-section about the line at right angles to the direction of the applied force through the centre of gravity of the cross-section ; and B is there- fore the average value of the coefficient of direct elasticity for a variation of load of 1 Ib. At that point of the loading.
Results. Considering first the effect produced by loading. In the two sets of curves, Figs. 1 and 2, the average values of B, at different points during the loading of several specimens of the same age and of the same material, are plotted as ordinates ; and the loads at the centre of 30-inch beam as abscissas ; in the case of the shorter beams the scale of the abscissas has been reduced in BEAM No.
What to read after Elasticity of Portland Cement?
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To quickly assess the difficulty of the text, read a short excerpt:
\ . ""rtLj " ( AFTER I AFTER 2 MONT -I MONT MONT IS S 10 IS 20 23 30 LOAD AT QENTRE OF 3OiNCH SCAM IN -U55.
The value of B is found in the same way as Young's modulus is for other materials, i. E. From the formula B = WL 3 48TT)' where W = increase of load from one point to the next (usually 1 Ib. ) ; D = increase of deflections corresponding to this small 8 BROWN ON ELASTICITY OF PORTLAND CEMENT. [Selected increase of load ; L = unsupported length of beam (usually 30 inches) ; I = geometrical ...moment of inertia of the cross-section about the line at right angles to the direction of the applied force through the centre of gravity of the cross-section ; and B is there- fore the average value of the coefficient of direct elasticity for a variation of load of 1 Ib. At that point of the loading.
Results. Considering first the effect produced by loading. In the two sets of curves, Figs. 1 and 2, the average values of B, at different points during the loading of several specimens of the same age and of the same material, are plotted as ordinates ; and the loads at the centre of 30-inch beam as abscissas ; in the case of the shorter beams the scale of the abscissas has been reduced in BEAM No.
What to read after Elasticity of Portland Cement?
You can find similar books in the "Read Also" column, or choose other free books by Walter Lyons Brown to read onlineMoreLess
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