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"China Railway Construction Bridge Ebgineering Bureau Group Co., Ltd."

The document appears to be a scanned copy of a legal contract or agreement containing numerous pages of detailed terms and conditions. It discusses items such as scope of work, compensation, confidentiality, intellectual property, liability, and other standard legal topics for a business contract or services agreement. The document establishes an agreement between two parties for unspecified services.

Engineering

Hindu Succession Act Judgement of Supreme court 2020 -www.jamesadhikaram.com Kerala Survey and Boundaries act 1961 - jamesadhikaram.com. James Joseph Adhikarathil, Managing Director and Chief Consultant of jamesadhikaram land matter consultancy which offers total solution to your land problems in Kerala, Kottayam, Kerala, Certified Trainer of both Government of India and Government of Kerala . Former Deputy Collector Alappuzha. Visit us at www.jamesadhikaram.com or call mob 9447464502. Our Facebook pages - kerala laws on land , kerala land assignment , michabhoomi , pokkuvaravu , kerala resurvey , kerlala land conservancy , kerala building tax , kerala certificates , thanneerthadaniyamam. our email jamesadhikaram@gmail.com

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COMPARISON OF WIND LOAD ALONG WITH BNBC 1993, BNBC 2020.pptx

"China Railway Construction Bridge Ebgineering Bureau Group Co., Ltd."

The wind is air in motion relative to the surface of the earth. The primary cause of wind is traced to the earth’s rotation and differences in terrestrial radiation. The radiation effects are mainly responsible for convection current either upwards or downwards. The wind generally blows horizontal to the ground at high speeds. Since vertical components of atmospheric motion are relatively small, the term ‘wind’ denotes almost exclusively the horizontal wind while ‘vertical winds’ are always identified as such. The wind speeds are assessed with the aid of anemometers or anemographs, which are installed at meteorological observatories at heights generally varying from 10 to 30 meters above the ground. Before BNBC 1993 a simple empirical formula is used to determine wind load which does not consider the effect of surrounding objects and structure height in wind pressure. This shortcoming has been overcome in BNBC 1993 by introducing the concept of exposure category and gust factor. The effect of surrounding objects and the height of structures is further upgraded in the proposed BNBC 2020. This thesis aims the comparison of provisions of wind load analysis given in existing BNBC 1993 to that in proposed BNBC 2020. Both are studied and compared in terms of wind load using parameters termed as Basic wind speed, Height and exposure coefficient, Gust factor, Sustained wind pressure, External pressure coefficient, and Design wind pressure. This study reveals that wind load in urban areas according to BNBC 2020 found considerably higher than BNBC 1993. But wind load in obstructed and unobstructed open terrain type areas according to BNBC 2020 is found significantly lower than BNBC 1993.

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"China Railway Construction Bridge Ebgineering Bureau Group Co., Ltd."

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"China Railway Construction Bridge Ebgineering Bureau Group Co., Ltd."

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"China Railway Construction Bridge Ebgineering Bureau Group Co., Ltd."

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"China Railway Construction Bridge Ebgineering Bureau Group Co., Ltd."

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"China Railway Construction Bridge Ebgineering Bureau Group Co., Ltd."

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"China Railway Construction Bridge Ebgineering Bureau Group Co., Ltd."

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