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A, second class registration structure the engineer's profession examination review lectures and should try a solution (Chinese edidion) Pinyin: yi ¡¢ er ji zhu ce jie gou gong cheng shi zhuan ye kao shi fu xi jiao cheng yu ying shi ti jie - Softcover

 
9787112140527: A, second class registration structure the engineer's profession examination review lectures and should try a solution (Chinese edidion) Pinyin: yi ¡¢ er ji zhu ce jie gou gong cheng shi zhuan ye kao shi fu xi jiao cheng yu ying shi ti jie
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ISBN 10: 7112140528 ISBN 13: 9787112140527
Verlag: zhong guo jian zhu gong ye chu ban she
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ISBN 10: 7112140528 ISBN 13: 9787112140527
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Buchbeschreibung paperback. Zustand: New. Ship out in 2 business day, And Fast shipping, Free Tracking number will be provided after the shipment.Pub Date: 2012 Publisher: China Building Industry Press Note: If you are required to bookstore inventory number of books than you can inform the treasurer Tel 15801427360 Contact qq 794153166 (sending staples bibliography). bookstores internal transfer cargo in place 1-2 days. The OUR Books brand new genuine absolute guarantee. when you sign must seriously view the parcel. satisfaction after receipt books. not satisfied directly refusal. this can save Returns cost and time. the problems caused due to reasons of bookstores all unconditional return policy. Thank you for your visit. Buy orders to ensure that your shopping smooth look forward to your praise Basic information title: one. two registered structural engineer professional exam review tutorials should questions Xie original price: 155.00 yuan Author: Xu Publisher: China Building Industry Press Publication Date : May 1. 2012 ISBN: 9787112140527 words: Page: Revision: 1 Binding: Paperback: 16 commodity identification: B0081MS96Q Editor's Choice . two Registered Structural Engineers Professional Exam Review Tutorial should questions solutions in recent years familiarity to the exam. as well as pro forma. focused on written. so as to provide pro forma easy in-depth review time savings have complete control of the content of the candidate examination. One. two registered structural engineer professional exam review tutorial should exam solution After repeatedly revised edition plays a positive role for the candidates to have complete control of the candidate to improve test scores. Abstract No directory first load and seismic load combination for Chapter the first ultimate limit state load combination formula section II. Section III partial load factors and load combinations value coefficient the general multilayer civil construction load Section II of snow load load combination formula in section V floor live load reduction factor combination formula for the fourth quarter of Tall Buildings Section VI Example Featured wind loads and snow loads first section wind load standard value Chapter crane load standard value calculation section III Example Featured Section 1 second crane cranes vertical load standard value for horizontal and vertical load level standard in section IV of the combination of value Section III multiple crane crane load power coefficient and partial factor in section V. Chapter Example Featured earthquake Section 1 classification and fortification of earthquake-resistant building standards section II case of seismic horizontal seismic influence coefficient maximum and section III of the characteristic period of structural damping than the fourth quarter horizontal seismic influence coefficient Section V base shear method to calculate the standard value of horizontal earthquake Section VI section VIII of the modal response spectrum method to calculate the level of seismic action in section VII of the standard value of the ground floor and on each floor of the minimum level of seismic shear vertical second concrete structures to earthquake Section IX Example Featured basic design requirements and materials first section of the basic design provisions of Section II Materials Section III Example selection of the second chapter of carrying capacity limit state first section capacity of normal section Section II inclined section bearing capacity calculation of the third quarter distorted section bearing capacity section IV of Section V of the calculation of punching shear bearing capacity calculation of the bearing capacity of local compression fatigue strength calculation of the Section VII Section VI Example Featured Chapter normal use limit state control checking checking first section crack deflection checking Section III Example of Section II flexural members Picks section III of Chapter structural design of the first section of expansion joints Section. Bestandsnummer des Verkäufers FQ040859

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