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5-inch diameter holes to be drilled in the arch Stainless steel 1-inch diameter anchor bars were embedded into a polyester sock material Cementitious grout was pumped into the sock causing it to in ate and encase the steel in 6000 psi compression grout 3 The historic 19th Century bridge located in Valley Forge National Park in Pennsylvania is a wrought-iron through truss built in 1886 and was rehabilitated using advanced composite materials It spans 19 meters and carries one lane of vehicular traf c Based on the deterioration of stringers that supported a timber deck, a rehabilitation project was initiated The solution chosen was to remove the stringers and in their place install a glass ber-reinforced polymer (GFRP) slab The weight of the slab was roughly half the weight of the existing stringers, thereby reducing the dead load effects on the remaining structure.

Figure 1-1.

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Rr = roller-follower radius, in Rw = mean radius of pin wheel, in T = torque transmitted, tangent to the bodies, 16/in2 VP/Q = velocity of contact point P on body B with respect to the ground A in the tangent direction, in/sec VP/A = velocity of contact point P on body C with respect to the ground A, in/sec x, x1, x2 = input cam angular rotation, rad y = follower displacement, in ye = equivalent mechanism follower displacement measured from crank-end dead center, in Y = output follower angular rotation, rad a = angle between tangents to cam contour e = crank angle rotation (equivalent mechanism) for displacement ye, rad f = angle tan-1 m m = coef cient of friction position, in q0 = angle rotated by the output driven member, deg q = cam angle rotation for displacement y, rad qt = cam angle to a point on straight-side ank, deg qi = the angle rotated by input driver, deg ri = radius to point of contact at angle qi, in r0 = radius to point of contact at angle q0, in t = angle between connecting rod and follower motion, deg w = cam and equivalent mechanism angular velocity, rad/sec In this chapter we discuss some selected special cams and their applications to various kinds of mechanisms and machinery.

A wood wearing surface was installed on top of the GFRP slab to restore the deck to its initial condition In 1998, a diagnostic load test was performed on the bridge using a pre-weighed truck Strains and de ections of the GFRP slab and truss elements were recorded for two different truck weights and for various load passes 4 Evaluation of historic bridges constructed in the rst half of the 20th Century: Construction Technology Laboratories, Skokie, IL used advanced NDT methods to provide vital structural and material information necessary for successful rehabilitation Laboratory testing addressed such topics as the extent of deterioration and chloride concentration in the concrete, as well as identi cation of aggregates and cement constituents, so repair concrete could be.

Figure 3-20

It is hard to provide generic costs for the EoMPLS solution because network CAPEX (capital expense) and OPEX (operational expense) are functions of many variables. However, this section attempts to provide a simple CAPEX model for EoMPLS. EoMPLS CAPEX is generally high relative to other Carrier Ethernet solutions. This is the result of the increased functionality and complexity of EoMPLS platforms relative to other solutions. As noted previously, many carriers in fact use EoMPLS in the core of their networks to enable the network to scale, but use alternative mechanisms for the access layer. However, over time the cost of MPLS platforms will continue to fall, with the result that the MPLS layer will expand toward the edge of carrier networks. There are two main costs to consider in an EoMPLS network: the cost of the PE device and the cost of transport across the MPLS backbone (including the cost of the networkfacing ports on the PE device). The cost of PE devices is typically dominated by the cost of the MPLS-enabled Ethernet port to which the customer connects either directly or via a carrier-owned non-MPLS aggregation device. Typical end-customer prices for Gigabit Ethernet ports today are in the range of $1000 or $1 per megabit. Transport across an MPLS network is more expensive and costs are highly dependent on the equipment used, the number of hops in the network, and the cost of the transmission links interconnecting the equipment. Assuming, for example, a cost of $20,000 per 10-Gigabit Ethernet link on a PE or P router and 4 P routers between the 2 PE devices at either end of a pseudowire, it would cost approximately $20 per megabit in 10-Gigabit Ethernet

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