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" In this case the shearing stresses are the same as in a beam supported at both ends and loaded in the centre (see Appendix VIII.) Deflection. "
A Practical Treatise on the Strength of Material: Including Their Elasticity ... - Página 210
por Thomas Box - 1883 - 525 páginas
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A Treatise on the Application of Iron to the Construction of Bridges ...

Francis Campin - 1871 - 260 páginas
...foot, 7 feet distance of point of strain, 8400 Ibs.' shearing force required. EULE (13). In the web of a beam supported at both ends and loaded in the centre, the shearing force is throughout equal to one-half of the central load. (14). In the web of a beam supported...
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A manual of telegraph construction

John Christie Douglas - 1875 - 464 páginas
...stronger than the ends. The form of A parabolic spindle given to shear poles is that form most economical in a beam supported at both ends, and loaded in the centre. 83. The pressure per square inch required to indent wood one-twentieth of an inch transversely is given...
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Elementary theory and calculation of iron bridges and roofs, tr. by H.R. Sankey

Georg August D. Ritter - 1879 - 458 páginas
...454, so that 2w = h, a and further if 8 be written for ^ (see equation I., page 282), s = S^- [128] In a beam supported at both ends and loaded in the centre, the deflection carve will evidently be a circle, if each half of the beam be of the form shown either in...
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A Practical Treatise on the Strength of Material: Including Their Elasticity ...

Thomas Box - 1883 - 624 páginas
...upwards by means of a pulley, thus eliminating that difficulty, and restoring the normal conditions with a beam supported at both ends and loaded in the centre. The top and bottom flanges in Fig. 93 occupy the position of fulcrum and resistance to one another reciprocally,...
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Notes on Building Construction: Arranged to Meet the Requirements of ..., Parte4

Henry Fidler - 1891 - 416 páginas
...be shown as in Fig. 1 1 4. Shearing stresses. — In this case the shearing stresses are the same as in a beam supported at both ends and loaded in the centre (see Appendix VIII.) Deflection. — It can be shown that the maximum deflection is ^th of the maximum...
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Notes on Building Construction: Calculations for building structurs course ...

1891 - 418 páginas
...be shown as in Fig. 1 1 4. Shearing stresses. — In this case the shearing stresses are the same as in a beam supported at both ends and loaded in the centre (see Appendix VIII.) Deflection. — It can be shown that the maximum deflection is Jth of the maximum...
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A Practical Treatise on the Strength of Materials: Including Their ...

Thomas Box - 1902 - 614 páginas
...or 120 inches, built into a wall at one end and loaded at the other with hfdf the central load, aa in Fig. 92 : — but it is necessary to remember here that in a beam eupported at both ends and loaded in the centre, the lower part TTBOUaHT-IBUN J BEAMS: EXPERIMENTS....
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