How to Draw Structures for Accurate NMR Predictions
Jun.30, 2010 in
How To
Technical Note How to Draw Structures for Accurate NMR Predictions Version 10 Advanced Chemistry Development, Inc. Toronto, ON, Canada www.acdlabs.com Introduction These rules were developed to conform with the algorithmic requirements of ACD/Labs prediction software 1 (ACD/CNMR, ACD/HNMR, ACD/FNMR, ACD/NNMR, ACD/PNMR, and ACD/2D NMR Predictor). General requirements: 1. ACD/Labs software predicts the spectrum of the actual structure you have drawn. It does not take into account the formation of complexes and salts (intramolecular, with the solvent or in case of
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How to Draw Trees in MS Word (English version) Ken Ramshøj Christensen, 2005 1 How to Draw Tree Structures in MS Word Ken Ramshøj Christensen Dept. of English, Inst. for Language, Literature & Culture, Aarhus University, DK-8000 Århus http://www.hum.au.dk/engelsk/engkrc/ engkrc@hum.au.dk (1) Canvas a. In the menu choose View > Print Layout. This is necessary in order to be able to see line drawings. b. In the menu choose Tools > Options… c. Under the General tab, uncheck “Automatically create drawing
How to draw structures in ANSYS Problem description Draw two beams in ANSYS, one is 100mm*10mm*10mm start from origin and the other is also 100mm*10mm*10mm connected to the first one. ANSYS procedure Main Menu Æ Preprocessor Æ Modeling Æ Create Æ Volumes Æ Block Æ By 2 Corners & Z Æ In the pop up window, input WPX “0”, WPY “0”, Width “100”, Height “10”, Depth “10” Æ Click “Apply” Æ Input WPX “100”, WPY “-90”, Width “10”, Height “100”,
Computers and Structures, Inc. Berkeley, California, USA Issue Date: June 1998 Revision Number : 0 Revision Date: N/A SAP2000 Integrated Finite Elements Analysis and Design of Structures SAP2000 Web Tutorial 2 QUICK PUSHOVER ANALYSIS TUTORIAL Copyright Computers and Structures, Inc., 1978-1997. The CSI Logo is a registered trademark of Computers and Structures, Inc. SAP2000 is a registered trademark of Computers and Structures, Inc. Windows is a registered trademark of Microsoft Corporation. COPYRIGHT The computer program SAP2000 and all associated documentation are proprietary and copyrighted products. Worldwide rights of ownership rest with Computers and Structures, Inc. Unlicensed use of the program or reproduction of the documentation in any form, without prior written authorization from Computers and Structures, Inc., is explicitly prohibited. Further information may be obtained from: Computers and Structures, Inc 1995 University Avenue Berkeley, California 94704 USA tel: (510) 845-2177 fax: (510) 845-4096 e-mail: support@csiberkeley.com web: www.csiberkeley.com DISCLAIMER
OPEL 2000 1 Keep these instructions for future use. The Owner’s Manual Residential Factory Built Fireplace Operation Maintenance Installation OPEL 2000 opel/09/99 manual OPEL 2000 2 Dear Customer, The OPEL 2000 incorporates technology with elegance to give you a beautiful view of the fire without compromising on heating efficiency or environmental quality. We have designed your new OPEL 2000 to be easy to install, operate and maintain. It is in your best interest to become familiar with it. Study your manual to be sure that the installation is correct, then follow the guidelines for operation and maintenance. We at RSF ENERGY congratulate you on your choice of the OPEL 2000, and are confident that you have purchased a fireplace that is simply, the best. Sincerely, The RSF Energy Team, Septembre 1999. SAFETY FIRST 3 Do s and Don ts 3 Creosote Formation and Need for Removal GENERAL SPECIFICATIONS 3 Combustion
1.051 Structural Engineering Design Prof. Oral Buyukozturk Fall 2003 SAP 2000 Tutorial Session Notes This tutorial provides the basic steps of performing a frame analysis using SAP 2000. It is based on the design project example shown below, the complete solution of which is provided as a handout. 16@21′ 26′ 34′ 26′ 20′ 5@13′ 15′ Results of Preliminary Analysis: Slab thickness: 9 in Beam dimensions: 14”x31” Exterior columns: 14”x18” Interior columns: 16”x22” Loads: Exterior beams: LL=0.72 kips/ft DL=1.85 kips/ft Interior beams: LL=0.83 kips/ft DL=2.10 kips/ft Wind and Earthquake loads are specified in the appendix. Only earthquake loads are considered. The frame is solved in the short direction only since this direction is more critical. 1.051 Structural Engineering Design Prof. Oral Buyukozturk Fall 2003 Analysis Steps 1. Generate the frame geometry from analysis templates. Menu: File > New model from template Result Note: make sure that proper units are selected (shown
1.051 Structural Engineering Design Prof. Oral Buyukozturk Fall 2003 SAP 2000 Tutorial Session Notes This tutorial provides the basic steps of performing a frame analysis using SAP 2000. It is based on the design project example shown below, the complete solution of which is provided as a handout. 16@21′ 26′ 34′ 26′ 20′ 5@13′ 15′ Results of Preliminary Analysis: Slab thickness: 9 in Beam dimensions: 14”x31” Exterior columns: 14”x18” Interior columns: 16”x22” Loads: Exterior beams: LL=0.72 kips/ft DL=1.85 kips/ft Interior beams: LL=0.83 kips/ft DL=2.10 kips/ft Wind and Earthquake loads are specified in the appendix. Only earthquake loads are considered. The frame is solved in the short direction only since this direction is more critical. 1.051 Structural Engineering Design Prof. Oral Buyukozturk Fall 2003 Analysis Steps 1. Generate the frame geometry from analysis templates. Menu: File > New model from template Result Note: make sure that proper units are selected (shown