...adjusted with an initial depression equal to the calculated deflection due to that load. It will then bo only necessary to consider the further deflection...bracing over the pier. The same consideration must also be borne in mind in dealing with the wind-stresses in a cantilever-bridge ; for here it is impossible...

...WA/= H7 For a beam fixed at one end, unsupported at the other, and uniformly loaded M — uf-^-2 For a beam fixed at one end and supported at the other and uniformly loaded ....................... M=wl2— 8 For a beam fixed at one end and supported at the...

...under the load is M5 = Wlk2 (2 — 4 k + 2 V). Also determine the value of the deflection y. 6. For a beam fixed at one end and supported at the other, and carrying a concentrated load at the center, show that: The left reaction is ^ W. The moment at the...

...shears; but sufficiently accurate results will be obtained by considering the slab in eacli end panel as a beam fixed at one end and supported at the other, and the slab in each of the intermediate panels as fixed beams. In determining the moments and shears on...

...The method is not convenient to use, however, except in a few simple cases, such as the following: (a) Beam fixed at one end and supported at the other and loaded uniformly (Fig. 135). — Let W — wl equal the total load and assume that the supports FIG....

...Concrete Construction, Third Edition, page 197. For a simple beam uniformly loaded, ci = — ; 384 For a beam fixed at one end and supported at the other, and with a load at the middle, Ci - 0.00932; For a beam fixed at one end and supported at the other, and...