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Following a series of catastrophic bridge failures, the adverse effects of wind loading on bridges has become a widely discussed topic in the realm of bridge design and research. Currently however, the majority of research focuses on the contribution of wind in long span bridge design. This is primarily because long span bridges have a greater inherent tendency to become aerodynamically unstable. Nonetheless, wind can also contribute to the shear and moment of short span bridges, thereby influencing the limit state of various components in these short span bridge systems. To narrow this scope, the following presentation focuses specifically on the contributions of wind to the shear and moment of slab and girder bridge decks. These contributions are quantified by a model that calculates the shear and moment due to wind loads for a number of variable parameters including angle of impact, bridge height, span length, and deck thickness. Ultimately, it is found that angle of attack has the greatest impact on moment, while span length has the greatest impact on shear about center span.
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Rule 1 − Check for the blocks connected in series and simplify. Rule 2 − Check for the blocks connected in parallel and simplify. Rule 3 − Check for the blocks connected in feedback loop and simplify. Rule 4 − If there is difficulty with take-off point while simplifying, shift it towards right. Rule 5 − If there is difficulty with summing point while simplifying, shift it towards left. Rule 6 − Repeat the above steps till you get the simplified form, i.e., single block.
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ONLINE FOOD ORDER SYSTEM is a website designed primarily for use in the food delivery industry. This system will allow hotels and restaurants to increase scope of business by reducing the labor cost involved. The system also allows to quickly and easily manage an online menu which customers can browse and use to place orders with just few clicks. Restaurant employees then use these orders through an easy to navigate graphical interface for efficient processing.
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Rule 1 − Check for the blocks connected in series and simplify. Rule 2 − Check for the blocks connected in parallel and simplify. Rule 3 − Check for the blocks connected in feedback loop and simplify. Rule 4 − If there is difficulty with take-off point while simplifying, shift it towards right. Rule 5 − If there is difficulty with summing point while simplifying, shift it towards left. Rule 6 − Repeat the above steps till you get the simplified form, i.e., single block.
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Engr. Genelyn Caritos Instructor Superstructure DECK PRIMARY
MEMBERS SECONDARY MEMBERS WEARING SURFACE Substructure
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PIER COLUMN BENT ABUTMENT
SHEAR KEY BEARINGS PEDESTAL
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FOOTING APPROACH SLAB PILED FOOTING
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