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1 Welded stud shear connectors: Shear connectors shall be installed full length on all steel beam or girder bridges in which the deck is being removed and replaced The stud spacing shall be designed in accordance with AASHTO LRFD speci cations 2 Bolted cover plates in tension zones or eld welded cover plates in compression zones can be used to increase strength 3 Jacking the stringers to relieve stresses prior to installing cover plates is desirable so that cover plates will carry dead load and live load stresses If the plates are installed without relieving the stresses, they will carry live load only 4 Angles or structural shapes may be attached to the web or anges 5 When retro tting or repairing truss members, temporary support is required since many truss members are non-redundant, and their removal could result in collapse of the structure 6 Use of slip-critical connections: Refer to Speci cations for Structural Joints Using ASTM A325 or A490 Bolts for the following four conditions: Joints subjected to fatigue load Joints with oversized holes Joints with slotted holes with loads not perpendicular to slots Joints in which slip will be detrimental to performance of structure 7 Fatigue performance-based analysis: In order to determine the remaining service life, a fatigue analysis of existing steel members to be reused or rehabilitated will be carried out in accordance with AASHTO Guide Speci cations for Fatigue Evaluation of Existing Steel Bridge, current 2007 AASHTO LRFD Speci cations for Bridge Highways, and current state bridge design manual This will help to determine the logic of reuse or replacement 8 Quality control inspection of welded joints: Rational quality control approaches to fabrication inspection and weld acceptance are required It ensures that the structure has suf cient fatigue performance In order to evaluate the effects of weld defects on fatigue performance, fatigue tests of butt-welded joint specimens of 25, 50, and 75 mm thick with various types of weld defects were performed in Japan by Miki and Nishikawa Acceptable sizes of weld defects are established from these test results and fracture mechanics analysis A computerized automatic ultrasonic inspection system has been developed and the applicability of these systems has been examined to be satisfactory 9 Investigate the use of HP 70W for durability, weight, and cost savings of rehab for strengthening fractured oor beams 10 Removing oor beams with riveted connections to webs: To avoid instability to structural system or local buckling, consider leaving fractured oor beams in place and strengthening with new channel beams.

Encoders, on the other hand, can and do vary widely The encoding process has the greatest effect on the final video quality The MPEG standard prescribes a syntax defining what instructions can be included with the encoded data and how they are applied This syntax is quite flexible and leaves considerable room for variation The quality of the decoded video depends on how thoroughly the encoder examines the video and how cleverly it goes about applying the functions of MPEG to compress it Video quality steadily improves as encoding techniques and equipment get better The decoder chip in the player will not change, but the improvements in the encoded data will provide a better result This can be likened to read-

11 Coupons: A small sample of existing steel may be taken from a redundant location and tested for strength, depending on the available as-built plan and data

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such as an impending demotion, or that anyone in the organization will pressure the developer to reveal confidential information To calm the learner s mental agitation, developers and learners need to make very clear confidentiality agreements as soon as coaching begins regarding the content of coaching conversations and any data that may be collected Developers must adhere to these agreements even if pressured by others to disclose information In addition, the developer needs to be aware of potential hidden agendas in the organization that relate to the particular learner, proceeding with the coaching only if this seems to be in both the learner s and the organization s best interests Although organizations almost always have some reason for wanting an individual learner to receive coaching they would not authorize the resources for coaching otherwise hidden agendas erode the learner s trust in the process and, therefore, the success of the coaching experience These trust issues will be chronic and more worrisome for Head Center Enneagram styles Five, Six, and Seven Not only are issues of trust and doubt central qualities of these personality styles, but all three styles have hyperactive minds, particularly when anxious For example, Head Center styles may imagine a variety of scenarios that they believe could be occurring behind the scenes, or they may want to know what might occur in the future in far greater detail than is possible at the current time Developers need to be patient in addressing these concerns, at the same time helping learners recognize that it s not possible to know everything in advance

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