STRUCALC 7.0 TUTORIAL - FOR WINDOWS - TUTORIAL GUIDE HELP FREE

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CONTENTS STRUCALC 7.0 TUTORIAL - FOR WINDOWS StruCalc 7.0 for WINDOWS TABLE OF CONTENTS PREFACE NOMENCLATURE 1. GETTING STARTED MINIMUM SYSTEM REQUIREMENTS INSTALLATION RUNNING THE PROGRAM TECHNICAL SUPPORT 2. TUTORIAL INTRODUCTION ROOF FRAMING DESIGN ROOF RAFTER DESIGN MULTI-SPAN ROOF BEAM DESIGN ROOF COLUMN DESIGN FLOOR FRAMING DESIGN FLOOR JOIST DESIGN HEADER DESIGN MULTI-SPAN STEEL FLOOR BEAM DESIGN STEEL COLUMN DESIGN FOUNDATION DESIGN SQUARE FOOTING DESIGN 3. USING THE PROGRAM HELP QUICKHELP HELP FILE MORE HELP AUTOSIZE CALCULATE STRESS VALUES SECTION PROPERTIES LOADING DIAGRAM SHEAR, MOMENT, AND DEFLECTION DIAGRAMS CALCULATOR USER NOTES StruCalc 7.0 Tutorial Good Windows tutorials pdf Software user guide Manuals free Help me strucalc crack Bible Table of Contents CHANGING THE BUILDING CODE CHANGING THE PROGRAM APPEARANCE PRINTING PRINTING MEMBERS PRINTING FROM THE MODULE PRINTING MULTIPLE MEMBERS PRINTING TO SCREEN PRINTING TO FILE CHANGING THE PRINTING SETTINGS MARGINS TABS FONTS SETUP PRINT SELECTION CHANGING THE USER/COMPANY NAME CHANGING THE USER OPTIONS/DEFAULT VALUES MODIFYING PROJECTS SAVING MEMBERS PROJECT MANAGER CREATING A NEW PROJECT CHANGING THE DIRECTORY RETRIEVING AN EXISTING MEMBER FROM A PROJECT COPYING PROJECTS RENAMING PROJECTS AND MEMBERS DELETING PROJECTS AND MEMBERS PRINTING MULTIPLE MEMBERS PRINTING MULTIPLE MEMBERS TO FILE SHORTCUTS AND HOTKEYS TOOLBARS ANALYSIS TOOLBAR MEMBER TOOLBAR SECTION TOOLBAR FACTOR TOOLBAR HELP TOOLBAR RESULTS TOOLBAR 4. MATERIAL’S DATABASE EDITOR MATERIAL’S DATABASE EDITOR OVERVIEW MAIN FORM MENU LISTBOXES & MODULE SELECTIONS TOOLBAR CUSTOM VS. DEFAULT SELECTIONS USING THE ADD BUTTON ADDING A NEW WOOD SPECIES SOLID SAWN, GLULAMS, STRUCTURAL COMPOSITE, OR I-JOIST’S CAPTION SPECIES NAME ENGINEERING SPECIFICATIONS SPECIES CATEGORY DESIGN MODULES TOOLBAR ADDING A NEW STEEL SECTION STEEL OR TUBE STEEL CAPTION ADD SELECTIONS SECTION NAME ENGINEERING SPECIFICATIONS TOOLBAR ADDING A NEW WOOD GRADE SOLID SAWN, GLULAMS, STRUCTURAL COMPOSITE, OR I-JOIST’S CAPTION GRADE NAME ENGINEERING SPECIFICATIONS MEL/MSR AND LOG TYPES TOOLBAR ADDING A NEW STEEL SHAPE STEEL OR TUBE STEEL ADDING A NEW WOOD SIZE SOLID SAWN, GLULAMS, STRUCTURAL COMPOSITE SIZE NAME AND SIZE INPUTS SIZE CLASSIFICATIONS SIZE FACTORS TOOLBAR ADDING A NEW STEEL GRADE STEEL OR TUBE STEEL ADD SELECTIONS GRADE NAME TOOLBAR VIEWING OR MODIFYING A SELECTIONS DATA VIEWING MODIFYING DELETING A SELECTION TURNING A SELECTION ON OR OFF IN STRUCALC CHANGING THE ORDER SELECTIONS APPEAR SETTING THE DEFAULT SELECTION IN STRUCALC MULTI-SELECTING A LIST 5. DESIGN OVERVIEW DESIGN PROCESS DESCRIPTION OF BASIC BEAM INPUTS MATERIALS MATERIAL TYPE SPECIES/MANUFACTURER GRADE MEMBER DESCRIPTION LAMINATIONS WIDTH/DEPTH SPACING NOTCH DEPTH SPAN TRIBUTARY WIDTH DEFLECTION CRITERIA RECOMMENDED DEFLECTION CRITERIA DEFLECTION LIMIT CALCULATIONS FOR INTERIOR SPANS DEFLECTION LIMIT OPTIONS FOR CANTILEVERS DURATION FACTOR CODE REQUIRED DURATION FACTOR VALUES CONTROLLING DURATION FACTOR DETERMINATION SNOW/NON-SNOW UNBRACED LENGTH SLOPE ADJUSTMENTS ROOF BEAM-ROOF PITCH ADJUSTMENTS ROOF BEAM-SLOPE AND ROOF PITCH ADJUSTMENTS ROOF RAFTER-PITCH ADJUSTMENTS LOADING LOAD COMBINATIONS DEAD LOADS LIVE LOADS FLOOR LIVE LOAD REDUCTION REDUCTIONS FOR 94 AND 97 UBC, 2000 AND 2003 IBC REDUCTIONS FOR 94, 97 AND 99 SBC REDUCTIONS FOR 93, 96 AND 99 BOCA CAMBER AMPLIFICATION FACTOR 6. DESIGN CALCULATIONS GENERAL DESIGN CALCULATIONS WOOD DESIGN MATERIAL PROPERTIES ADJUSTMENT FACTORS SIZE FACTOR ADJUSTMENT VOLUME FACTOR ADJUSTMENT STABILITY FACTOR ADJUSTMENT REPETITIVE MEMBER FACTOR INCISING FACTOR WET USE FACTOR ADJUSTED ALLOWABLE STRESS VALUES ADJUSTED BENDING STRESS – Fb’ ADJUSTED SHEAR STRESS – Fv’ ADJUSTED COMPRESSION PARALLEL TO GRAIN – Fc’ ADJUSTED COMPRESSION PERPENDICULAR TO GRAIN – Fc.’ ADJUSTED MODULUS OF ELASTICITY– E’ WOOD SECTION PROPERTIES AREA SECTION MODULUS MOMENT OF INERTIA REQUIRED WOOD SECTION PROPERTIES AREA REQUIRED SECTION MODULUS REQUIRED MOMENT OF INERTIA REQUIRED ADEQUACY STEEL DESIGN MATERIAL PROPERTIES TABULATED PROPERTIES DESIGN FOR BENDING COMPACT SECTION CRITERIA UNBRACED LENGTH ALLOWABLE BENDING STRESS NOMINAL MOMENT CAPACITY DESIGN FOR SHEAR ALLOWABLE SHEAR STRESS NOMINAL SHEAR CAPACITY BEARING LENGTH REQUIRED LOCAL WEB YIELDING WEB CRIPPLING BEARING LENGTH CAPACITY STEEL BEAM ADEQUACY FLITCH BEAM DESIGN TRANSFORM CALCULATIONS FLITCH BEAM CONNECTIONS 7. SIMPLE BEAM MODULES UNIFORMLY LOADED FLOOR BEAM DESCRIPTION LOADING ROOF BEAM DESCRIPTION HIP/VALLEY ROOF BEAM DESIGN COMBINATION ROOF AND FLOOR BEAM DESCRIPTION 8. MULTI-SPAN BEAM MODULES MULTI-SPAN ROOF BEAM DESCRIPTION UNBALANCED LOADS UPLIFT FACTOR OF SAFETY MULTI-SPAN FLOOR BEAM DESCRIPTION MULTI-LOADED BEAM DESCRIPTION 9. JOISTS AND RAFTERS FLOOR JOIST DESCRIPTION LOADING I-JOISTS PLYWOOD DECKING CALCULATIONS I-JOIST CALCULATIONS PLYWOOD CALCULATIONS ROOF RAFTER DESCRIPTION 10. COLUMNS INPUTS AND DESCRIPTION DESCRIPTION UNBRACED LENGTH COLUMN DIMENSIONS COLUMN END CONDITION COLUMN BENDING COEFFICIENT LOAD ECCENTRICITY LATERAL LOADS LAMINATED COLUMNS MACHINE STRESS RATED LUMBER STUD DESIGN COLUMN CALCULATIONS DEFLECTION SHEAR MOMENT LOAD COMBINATIONS WOOD COLUMNS PROPERTIES AND CALCULATIONS TABULATED WOOD COLUMN DESIGN STRESSES ADJUSTED DESIGN STRESSES DURATION FACTOR AND LOAD CASES SECTION MODULUS COMPRESSION SLENDERNESS RATIO COMPRESSIVE STRESS BENDING STRESS BASE REACTIONS ADJUSTMENT FACTORS COLUMN STABILITY FACTOR BUILT UP COLUMNS COMBINED STRESS FACTOR COLUMN ADEQUACY STEEL COLUMNS PROPERTIES AND CALCULATIONS TABULATED STEEL COLUMN DESIGN PROPERTIES COMPRESSIVE STRESS COLUMN SLENDERNESS RATIO ALLOWABLE COMPRESSIVE STRESS BENDING STRESS ALLOWABLE BENDING STRESS EULER’S STRESS COLUMN COMBINED STRESS CALCULATIONS BASE REACTIONS COLUMN ADEQUACY 11. FOOTINGS DESCRIPTION SQUARE/RECTANGULAR FOOTING INPUTS COLUMN TYPE LOADING MATERIAL PROPERTIES SOIL BEARING PRESSURE REINFORCEMENT CONCRETE COVER PLAIN CONCRETE COLUMN DIMENSIONS BASEPLATE FOOTING DIMENSIONS CONTINUOUS FOOTING INPUTS STEMWALL TYPE AND WEIGHT FOOTING DESIGN PROCESS INADEQUACY TROUBLESHOOTING FOOTING SIZE INADEQUATE FOOTING DEPTH INADEQUATE ONE-WAY SHEAR FAILURE PUNCHING SHEAR FAILURE FOOTING WEIGHT EXCEEDS BEARING PRESSURE BEARING INADEQUATE (SQUARE/RECTANGULAR FOOTING ONLY) FAILURE IN BENDING DEVELOPMENT LENGTH INADEQUATE PLAIN CONCRETE FLEXURE FAILURE CALCULATIONS GENERAL CALCULATIONS EFFECTIVE SOIL BEARING CAPACITY LOADING FOOTING SIZE FOOTING DEPTH BEARING CALCULATIONS (SQUARE/RECTANGULAR FOOTING ONLY) CONCRETE BEARING STRENGTH PUNCHING SHEAR CALCULATIONS (SQUARE/RECTANGULAR FOOTING ONLY) CRITICAL PERIMETER PUNCHING SHEAR ALLOWABLE PUNCHING SHEAR STRESS PUNCHING SHEAR ADEQUACY BEAM SHEAR CALCULATIONS BEAM SHEAR STRESS ALLOWABLE BEAM SHEAR STRESS BEAM SHEAR ADEQUACY REINFORCEMENT CALCULATIONS STEEL REQUIRED BASED ON MOMENT MINIMUM STEEL REQUIREMENTS SPACING REQUIREMENTS REINFORCEMENT PROVIDED BAND WIDTH REINFORCEMENT (RECTANGULAR FOOTINGS ONLY) REINFORCEMENT DEVELOPMENT LENGTH CALCULATIONS DEVELOPMENT LENGTH REQUIRED (ACI 318-89) (Revised 1992) DEVELOPMENT LENGTH REQUIRED (ACI 318-95,99) DEVELOPMENT LENGTH PROVIDED PLAIN CONCRETE CALCULATIONS STRENGTH IN BENDING NAILED LAMINATED COLUMNS BOLTED LAMINATED COLUMNS APPENDIX A - SOLID SAWN SPECIES CLASSIFICATION APPENDIX B - BOLTING AND NAILING REQUIREMENTS FOR LAMINATED COLUMNS APPENDIX C - NOMENCLATURE REFERENCES INDEX