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Table 53 Classi cation of live load vehicles Limit State Load Case Strength I Strength II Strength III Strength IV Strength V Service II Fatigue De ection Construction/Uncured Slab Ratings State Permit LRFD Live Load Analysis Live Load Analysis HL-93, H-20, HS-20 H-20, HS-20 N/A N/A HL-93, H-20, HS-20 HL-93, H-20, HS-20 Fatigue vehicle De ection vehicle User de ned HL-93, H-20, HS-20 N/A Permit Load N/A N/A N/A N/A Fatigue vehicle N/A User de ned Permit load State Maximum Legal Live Load Analysis ML-80 ML-80 N/A N/A ML-80 ML-80 Fatigue vehicle N/A User de ned ML-80

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Learners use their Head Center to assess their degree of success in intercepting and changing their thought patterns, their Heart Center to determine their degree of success in changing their emotional responses, and their Body Center to honestly assess their degree of success in changing their behavior and the areas for continued growth; using all three Centers, they adjust their development plan as needed

Figure 515 Pennsylvania 8-axle permit load (P-82)

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* Language code is not supported by the player text subtitle capability bitmap stored in PSRs 48-61 Sadly, Klingon is one of these Note 1: The Blu-ray specifications refer to ISO 639-2:1988, which has been updated regularly since 1998 Because players have been in production since 2006, it is recommended that codes as of 2006 (as shown in this table) be used in disc production to be compatible with older players It is recommended that players recognize old codes and map them to any corresponding new codes Note 2: Blu-ray uses ISO 639-2/T, which lists roughly 480 three-letter codes for languages and language groups, many of them obscure or no longer used The T refers to the codes for terminology purposes, which sometimes differ from the B codes for bibliographic purposes ISO 639-1 lists 185 two-letter codes for more general terminology purposes These are included for reference Note 3: DVD uses ISO 639-1 codes, represented as pairs of two-digit decimal or hexadecimal numbers representing each letter These are not formally used in Blu-ray formats but may be used by Blu-ray players to set the preferred language for both BD and DVD discs

(KN)

When coaching is successful, developers say that they have gained as much as, if not more than, the learner from the experience Not only do developers feel deeply satisfied with the time they have spent and the results that have been accomplished, they have also learned to do the following: become more aware themselves; challenge their own assumptions; perceive their emotional reactions in a new way; feel more responsible for the outcomes of the choices they make; and view the organization from a very different perspective When developers approach coaching in this way, coaching is transformed from being a responsibility to an honor, and developers, learners, and organizations benefit enormously

B-29

1 Unit load in uence lines for peak moments have been generated at every beam location for a variety of span lengths At any section of a simple span, peak bending moment Wab/L (a and b are distances from left and right supports) If there was only one axle with full-lane load, peak moment for a single span WL/4 due to axle and w L2/8 due to lane load, both located at midspan For three axle loads on a twospan bridge peak, positive moment will occur at approximately 04L Maximum shear force Maximum reaction at supports 2 For multiple lanes, the multiple-lane reduction factor is applicable Also, for skew slabs, the skew correction factor is applicable

3 Usually, the center of gravity of truck load coincides with the peak moment at the section to give maximum positive bending moment Similarly, maximum negative moment will occur at a support due to different positions of axle loads 4 Using the law of superposition, any section of beam magnitude of bending moment may be added for each axle load to produce the combined bending moment from three or more axles The rst axle is placed at the unit peak value and multiplied by the axle load to give peak moment due to that load Values of other axle loads, say spaced at 14 ft, are multiplied by the corresponding unit values and added For certain positions of truck axles, absolute maximum moment may be obtained by comparison Therefore, many positions of the truck need to be considered 5 For convenience, in uence lines may be divided into regions to extract maximum positive and negative moments Maximum moments so generated will be multiplied by distribution factors and impact factors to give design moment

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