## Shear Sentence Examples

- The shaded rectangles represent the distribution of
**shear**due to the load at C, while no may be termed the datum line of**shear**. - In very short girders the
**shear**must be computed, and in long girders the deflexion, particularly the flexure from the variable load, since a flexure of more than of the length is liable to crack the plastering of the ceilings carried by the girders. - The same necessity for computing
**shear**and flexure applies to the floor beams. The floors between the girders are constructed of " I" beams, spaced generally about 5 ft. - As before in § 31, the rotation may be resolved into a
**shear-pair**, in planes perpendicular to Ox and Oy. - X near the middle of the girder the
**shear**changes sign, according as the load advances from the left or the right. - It is customary to pluck the wool by hand rather than
**shear**it, as this is believed to ensure a finer second crop. Black-faced and Cheviots are also found in some places. - Of p. The web of a girder must resist the maximum
**shear**, and, than for complete loading. - The distribution of total
**shear**, due to a dead load w 1 per ft. - 42, arranged so that the dead load
**shear**is added to the maximum travelling load**shear**of the same sign. - For a train advancing from the left, the travelling load
**shear**in the left half of the span is of a different sign from that due to the dead load. - Beyond C, the
**shear**at C will probably be greatest when W2 is at C. Let R be the resultant of the loads on the bridge when W 1 is at C. Then the reaction at B and**shear**at C is Rn/l. - Next let the loads advance a distance a so that W2 comes to C. Then the
**shear**at C is R(n+a)/l - WI, plus any reaction d at B, due to any additional load which has come on the girder during the movement. - The
**shear**will therefore be increased by bringing W2 to C, if Ra/l+d >W 1 and d is generally small and negligible. - 46) be the section at which the greatest
**shear**is required, and let the loads advance from the left till W I is at C. If R is the resultant of the loads then on the girder, the reaction at B and**shear**at C is Rn/l. - But the
**shear**may be greater when W2 is at C. In that case the**shear**at C becomes R(n+a)/l+d - WI, if a>p, and R(n+a)/l+d - W I a/p, if a WI in the first case, and if Ra/l >W l al p in the second case. - Such a line has for abscissa the distance of a load from one end of a girder, and for ordinate the bending moment or
**shear**at any given section, or on any member, due to that load. - Repeating the process for other positions, we get the influence line Aghb, for the
**shear**at C due to unit load anywhere on the girder. - Clearly, the distribution of the load by the rail girder considerably alters the distribution of
**shear**due to a load in the bay in which the section considered lies. - Generally, the greatest
**shear**S at C will occur when the longer of the segments into which C divides the girder is fully loaded and the other is unloaded, the leading load being at C. If the loads are very unequal or unequally spaced, a trial or two will determine which position gives the greatest value of S. - The greatest
**shear**at C' of the opposite sign to that due to the loading of the longer segment occurs with the shorter segment loaded. - Run the
**shear**at C is w X the area of the influence curve under the segment covered by the load, attention being paid to the sign of the area of the curve. - Similarly, rs = W (x +a) 11 is the
**shear**on DB. - If Israel alone among nations can meet the Assyrian with the boast "with us is God," the reason is that in Zion the true God is known' - not indeed to the mass, but to the prophet, and that the "holy seed" 2 or "remnant" (contained in the name
**Shear**yashubh) which forms the salt of the nation. - Ray's translation of that work (p. 334), stating that it is "a Sea-fowl, which fishermen observe to resort to their vessels in some numbers, swimming 1 swiftly to and fro, backward, forward and about them, and doth as it were radere aquam,
**shear**the water, from whence perhaps it had its name." - It was formerly
**sheared**to short lengths and formed into piles, which were then rolled out, perhaps to be resheared and rerolled into bars, known as " single**shear**" or " double**shear**" steel according to the number of sheaiings. - The twist or surface-
**shear**being proportional to the torque, the horse-power can be calculated if the modulus of rigidity of the steel employed is known or if the amount of twist corresponding to a given power has previously been ascertained by direct experiment on the shaft before it has been put in place. - It was not peculiarly connected with Mecca; at Taff, for example, it was customary on return to the city after an absence to present oneself at the sanctuary, and there
**shear**the hair (Muh. - The greatest
**shear**at C may occur with W I at C. If W 1 passes FIG. - The effect of the ends of the wire is, as Ewing remarks, to
**shear**the diagram in the horizontal direction through the angle which the sloping line makes with the vertical. - The total
**shear**at a b is S = R-E(W1+W2 ...) where the summation extends to all the loads to the left of the section. - The greatest
**shear**at C for any position of the load occurs when the head of the train is at C. For any load p between C and B will increase the reaction at B and therefore the**shear**at C by part of p, but at the same time will diminish the**shear**at C by the whole FIG.