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CIVE 462 (13)
Midterm

# Steel Midterm Crib Sheet.pdf

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School
McGill University
Department
Civil Engineering
Course
CIVE 462
Professor
Colin A Rogers
Semester
Fall

Description
Calculation Notes CISC Calculation Notes CISC Member  in  Axial  Tension Bolted  Connections   Tensile  Gross-­‐Area  Yield 1-­‐3 3-­‐100 Shear Bolt  Data 1-­‐27 3-­‐6  Table  3-­‐1 Member  with  Bolted  Connections Edge  and  End  Distance  Requirements 1-­‐28 Tensile  Net-­‐Area  Rupture 1-­‐3 3-­‐100 Summary  of  Failure  Modes 3-­‐7  Table  3-­‐2 Hole  Diameters  for  Net  Area 1-­‐3 3-­‐104  Table  3-­‐48 Shear  Design  (ULS) 1-­‐28 3-­‐8  Tables  3-­‐3,  3-­‐4 Reduction  of  Area  for  Holes 1-­‐3 3-­‐104  Table  3-­‐49 Bearing  Design  (ULS) 1-­‐29 3-­‐9  Tabes  3-­‐5,  3-­‐6 Staggered  Holes  in  Tension  Member 1-­‐6 3-­‐105  Table  3-­‐50 Slip  Critical  Design  (SLS) 1-­‐29 3-­‐14  -­‐  3-­‐15  Tables  3-­‐10,  3-­‐11 Block  Shear  Failure 1-­‐3 3-­‐101 Bolt  Shear 3-­‐101 Tension Bearing  Resistance  at  Bolt  Holes 3-­‐101 Minimum  Tensile  Force  in  Bolt 5-­‐12 3-­‐9  Table  3-­‐5 Plate  Shear-­‐Failure 1-­‐6 3-­‐101 No  Prying  Action 5-­‐10 Shear  Lag 1-­‐7,  S27 Plate  Seperation 5-­‐11 Factored  Tensile  Resistance   5-­‐13  -­‐  5-­‐14 3-­‐8  Tables  3-­‐3,  3-­‐4 Member  with  Welded  Connections Prying  Forces 3-­‐19  -­‐  3-­‐25 Simple  Welds  in  Tension 1-­‐11 3-­‐102,   Shear  Lag 3-­‐102,  3-­‐104  Table  3-­‐51 Shear  &  Tension Bearing-­‐Type  Connections 5-­‐21 3-­‐12,  3-­‐13  Tables  3-­‐8,  3-­‐9 Combined  Axial  Tension  and  Bending Slip-­‐Critical  Connections 5-­‐23 3-­‐16,  3-­‐17  Table  3-­‐12 Class  of  beam 1-­‐19 5-­‐5  Table  5-­‐1 Cross-­‐Section  Strength 4-­‐1 Eccentrically  Loaded Buckling  Check 4-­‐2 Traditional  Method 5-­‐26 Example 5-­‐27 Member  in  Axial  Compression ICR  Method 5-­‐38 3-­‐26  -­‐  3-­‐35 Width-­‐to-­‐Thickness  Ratios 1-­‐13 4-­‐6  Table  4-­‐2,  5-­‐5  Table  5-­‐1 Slenderness  Limit 1-­‐12 Weld  Connections K  value  for  slenderness 1-­‐13 Weld  Electrode  Classification 3-­‐40  Table  3-­‐22 K  value  for  continuously  braced  frames 1-­‐13 Size  Limitations 1-­‐33 Calculating  Compressive  Resistance 1-­‐12 4-­‐13  Table  4-­‐4 Summary  of  Failure  Modes 3-­‐39  Table  3-­‐21 Find  slenderness  parameter,  λ 1-­‐12
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