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6 = n/2, projection on the y-axis is 1. the 8 = 3n/4, the projection on the y-axis is positive and equal to the value at n / 4 . 6 = n , the sine function goes to zero. 6 = 5n/4, projection on the y-axis is negative, but numerically equal to the value at the n/4. At 6 = 3n/2, the sine firnction has value - 1 , and at 8 = 7 4 4 , - 0.71, and finally back tozero at 27r.

Total nominal shear resistance Vn Vc Vs v (Vu Vp ) / bv dv LRFD Eq (5-65) v/fc 025 At rst critical section for shear, calculate design (factored) dead load and live load moments Using the LRFD shear design ow chart and Table 1 (LRFD 58342), LRFD Table 5-5, and Figure 5-19, calculate x: Aps fp0] / 2 (Es As Ep Aps) LRFD Eq (5-70) x [Mu/dv 05 Nu 05 (Vu Vp) cot 0002 (LRFD 58342) Calculate Vn Vs Vc and compare with the simpli ed method Check longitudinal reinforcement LRFD 5835 (Vu / 05 Vs Vp) cot ] LRFD Eq (5-74) Force T [Mu / dv 05 Nu / 2 3 fpc ) db LRFD Eq (5-36) Development length Ld (fps Compute nominal shear resistance at stirrup change (at 20 ft.

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Consumption of computational resources, such as bandwidth, disk space, or CPU time. Disruption of system sensitive configuration information, such as routing information, LLIDs, MAC addresses, and VLAN tags. Disruption of network connectivity at the physical level, for example, by flooding the upstream channel with a strong laser signal, thereby preventing useful transmissions from any legitimate subscriber.

from center line of bearing) (LRFD 5114) Compute maximum shear at stirrup change Check longitudinal reinforcement Check tensile capacity on exural tension side of member Force T Load rating equation IM) (EQ 6-1) RF [C ( DC) (DC) ( DW) (DW) P (P)] / L (LL Condition factor ( c) 10 for no deterioration (LRFD 6423) System factor ( s) 10 for a multi-girder bridge (LRFD 6424) Resistance factor ( ) 10 for exure (LRFD 55421) Design rating equation LRFD 643 Strength I limit state: C ( c) ( s) ( ) Rn RF [( c) ( s) ( ) Rn ( DC) (DC) ( DW) (DW)] / L (LL IM) (LRFD 6541) Condition factor ( c) 10 for no deterioration (LRFD 642.

10-22

Progressive Estimates As mentioned above, preconstruction work requires multiple estimates at increasing precision. Data Progression Early in the design, the estimate is usually limited to costs for each location and building system based on a cost per floor square foot. As the design progresses, line items are broken out from the location/system rollups and can be measured in any of the following ways:

3) System factor ( s) 10 for a slab bridge (LRFD 6424) Factors for inventory rating: DC 125; DW 15; LI 175 Factors for operating rating: DC 125; DW 15; LL 135 Flexure at midspan: Operating rating Inventory rating ( LI/ LO) A systematic evaluation of the shear and longitudinal yield criteria based on shear-moment interaction should be performed along the length of the beam at L/20, in addition to points of special interest Flexural ratings should be checked at maximum moment sections and at sections where there are changes in exural resistance Service III limit state Rating factor for inventory level fpb Compressive stress due to effective prestress Allowable tensile stress 019 (fc )05 (LRFD 5942.

2) Flexural resistance fR fpb Allowable tensile stress Compute dead load stresses fD Compute live load stresses f LL IM RF [(fR ( D) fD ] / L f LL IM (LRFD 6541).

a. Rayleigh scattering results in a wavelength dependence of 1/ 4. 3.0 2.5 Attenuation (dB/km) 2.0 1.5 1.0 0.5 800 900 1000 1100 1200 1300 wavelength 1400

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