46867 schoolbag contents description

Tài liệu Protein Data Bank Contents Guide: Atomic Coordinate Entry Format Description Version 3.20 Document Published by the wwPDB ppt

Tài liệu Protein Data Bank Contents Guide: Atomic Coordinate Entry Format Description Version 3.20 Document Published by the wwPDB ppt
... related related related related related related entry entry entry entry entry entry entry entry entry entry entry entry entry entry Details * The SPLIT record can be continued on multiple lines, ... guide describes the "PDB format" used by the members of the worldwide Protein Data Bank (wwPDB; Berman, H.M., Henrick, K and Nakamura, H Announcing the worldwide Protein Data Bank Nat Struct ... superseded entry entry entry entry entry entry entry entry entry Details * The ID code list is terminated by the first blank sIdCode field Verification/Validation/Value Authority Control wwPDB checks...
  • 205
  • 122
  • 0

SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]

SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]
... 10-2 SECTION 10 FOUNDATIONS 10.1 SCOPE Provisions of this section shall apply for the design of spread footings, driven piles, and drilled shaft foundations The probabilistic LRFD basis of these ... should be determined in accordance with Table C10.4.6.4 Because of the importance of the discontinuities in rock, and the fact that most rock is much more discontinuous than soil, emphasis is placed ... static analysis resistance to the factored dynamic analysis resistance (see Article C10.7.3.3) Dynamic methods may be unsuitable for field verification of nominal axial resistance of soft silts...
  • 148
  • 204
  • 0

Product Description for RBS 6601

Product Description for RBS 6601
... (26) Product Description for RBS 6601 2.1 RBS 6601 Main Unit The RBS 6601 Main Unit is indoor specified 2.1.1 RBS 6601 - Indoor Main Unit The RBS 6601 Main Unit is designed for indoor environments, ... Commercial in confidence (26) Product Description for RBS 6601 1.1 RBS 6601 – Main remote Solution RBS 6601 is a Main Remote solution, optimized to deliver high radio performance for efficient cell planning ... Commercial in confidence 12 (26) Product Description for RBS 6601 Applications for RBS 6601 The RBS 6601 offers a wide spectrum of indoor applications It is well suited for medium- to large capacity...
  • 26
  • 645
  • 4

bài giảng-vhdl - Very High speed integrated circuit Description Language

bài giảng-vhdl - Very High speed integrated circuit Description Language
... Bài giảng Thiết Kế Hệ Thống Số Phần VHDL VHDL Very High speed integrated circuit Description Language I CẤU TRÚC CỦA MỘT THIẾT KẾ DÙNG NGÔN NGỮ VHDL Ghi - ... A - (A / B) *B Kết toán tử MOD biểu toán hạng thứ hai, xác định sau: A mod B = A - B * N Sau ví dụ sử dụng toán tử mod rem: mod kết = 3; (-7 ) rem kết = -3 ; mod (-4 ) kết = -1 ; (-7 ) mod (-4 ) ... std_logic_vector (N-1 DOWNTO 0); Reset, clock : IN std_logic; Q : OUT std_logic_vector (N-1 DOWNTO 0); END regn; ARCHITECTURE behavior OF regn IS BEGIN GV: Nguyễn Trọng Hải Trang 33 Bài giảng Thiết...
  • 37
  • 215
  • 6

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS
... C10.8.2.1 See commentary to Article 10. 5.2.1 1 0- 126 10. 8.2.2 SETTLEMENT 10. 8.2.2.1 General The settlement of a drilled shaft foundation involving either single -drilled shafts or groups of drilled ... provisions of Article 10. 7.3.7 shall apply C10.8.3.4 See commentary to Article 10. 7.3.7 10. 8.3.5 NOMINAL AXIAL COMPRESSION RESISTANCE OF SINGLE DRILLED SHAFTS C10.8.3.5 The factored resistance of ... averaged over the lesser of Figure C10.8.3.7. 2-1 - Uplift of a Belled Drilled Shaft 1 0- 141 either 2.0Dp above the bottom of the base or over the depth of penetration of the drilled shaft in the founding...
  • 27
  • 116
  • 0

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES
... Figure 10. 7.3.1 1-2 – Uplift of Group of Piles in Cohesive Soils after Tomlinson (1987) 1 0- 116 10. 7.3.12 NOMINAL HORIZONTAL RESISTANCE OF PILE FOUNDATIONS C10.7.3.12 The nominal resistance of pile foundations ... pipe piles 1 0- 103 Figure 10. 7.3.8.6d-1 – Coefficient for Driven Pipe Piles after Vijayvergiya and Focht (1972) 10. 7.3.8.6e Tip Resistance in Cohesive Soils The nominal unit tip resistance of piles ... resistance Method bias is discussed in Article 10. 7.3.3 The piles will need to be driven to the required nominal axial resistance plus the side resistance that will be lost due to scour The resistance...
  • 42
  • 171
  • 0

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES
... given in Table C1 may be used These bearing resistances are settlement limited, e.g., inch, and apply only at the service limit state 1 0- 63 Table C10.6.2.6. 1-1 - Presumptive Bearing Resistance ... resistance of the concrete The nominal resistance of concrete shall be taken as 0.3 f’c 10. 6.3 Strength Limit State Design 10. 6.3.1 BEARING RESISTANCE OF SOIL 10. 6.3.1.1 GENERAL Bearing resistance of ... with the provisions of this section, elastic settlements may generally be assumed to be less than 0.5 IN When elastic settlements of this magnitude are unacceptable or when the rock is not competent,...
  • 32
  • 160
  • 0

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS

SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS
... 0.029 -6 x 10 0.041 -6 x 10 0.061 -6 x 10 0.069 -6 x 10 0 .102 -6 x 10 m s 0.007 -7 x10 0. 010 -7 x10 0.015 -7 x10 0.017 -7 x10 0.025 -7 x10 Where it is necessary to evaluate the strength of a single ... dip orientations of joints Tunnels Ratings Foundations Slopes Very favorable 0 Favorable Fair Unfavorable Very Unfavorable -2 -2 -5 -5 -7 -2 5 -1 0 -1 5 -5 0 -1 2 -2 5 -6 0 Table 10. 4.6. 4-3 Geomechanics ... 1 6-2 5 2 6-5 0 51 -1 00 101 -5 00 > 500 *See commentary Low* Medium* High* Number of Piles with Dynamic Tests and Signal Matching Analysis Required (BOR) 10 12 12 1 0- 44 10. 5.5.2.4 Drilled Shafts Resistance...
  • 46
  • 93
  • 0

CPU- Synthesis Description

CPU- Synthesis Description
... state machine changes state depending on the instructions encountered CPU: Synthesis Description 321 The reset of the description for the state machine contains the state transitions for the rest ... operations on one or more input busses A symbol for the ALU is shown in Figure 13-2 CPU: Synthesis Description Figure 13-2 ALU Interface 307 a b sel ALU c Inputs a and b are the two input busses ... with a 1-nanosecond time delay to eliminate delta delay problems during RTL simulation CPU: Synthesis Description 309 Comp The next component described is the comparator entity comp This entity...
  • 26
  • 56
  • 0

contents

contents
... Contents Warnings Steps for setting up the starter...
  • 13
  • 64
  • 0

The Web Services Description Language

The Web Services Description Language
... Page 20 CHAPTER ■ THE WEB SERVICES DESCRIPTION LANGUAGE • Solicit/Response: This is the reverse of Request/Response The Web service sends a message to the client, and then the client sends a ... learn the physical location of the Web service, via the element 701xCH02.qxd 7/14/06 4:55 PM Page 23 CHAPTER ■ THE WEB SERVICES DESCRIPTION LANGUAGE The Element The ... Solicit/Response: This is the reverse of Request/Response The Web service sends a message to the client, and then the client sends a response message to the Web service The element lists the output...
  • 16
  • 112
  • 0

table of contents

table of contents
... Table of Contents http://www.hermans.org/ag ents Table of Contents Table of Contents ...
  • 3
  • 121
  • 0

Using Ghost Explorer to modify image file contents

Using Ghost Explorer to modify image file contents
... a file from Ghost Explorer to Windows Explorer to extract it Modifying image files in Ghost Explorer You can use Ghost Explorer to add files or directories from Windows Explorer to any image file ... Norton Ghost used to create your image file in Ghost Explorer See “Determining Norton Ghost image file version” on page 123 Using Ghost Explorer to modify image file contents Listing the contents ... current image file You can store this file with the image file to keep an easily accessible list of the image file contents To list the contents of an image file In Ghost Explorer, open the image file...
  • 10
  • 197
  • 0

Xem thêm