| 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... | |
| 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... | |
| 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... | |
| 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,... | |
| 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... | |
| 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... | |
| 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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