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| STEEL DESIGN 1 | fundamentals | ||||||||
| WB SD1-01 | properties | ||||||||
| WB SD1-02 |
factored load method |
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| WB SD1-03 |
chapter review |
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| WB SD1-04 | chapter Exam | ||||||||
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| SD2 | STEEL DESIGN 1 | tension members | |||||||
| WB SD2-01 | introduction | ||||||||
| WB SD2-02 |
design strength |
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effective area |
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formula method |
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| WB SD2-03 |
bolts |
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| WB SD2-04 |
welds |
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table method |
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| WB SD2-05 |
bolts |
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| WB SD2-06 |
welds |
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| WB SD2-07 |
stagger |
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| WB SD2-08 |
block shear |
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| WB SD2-09 |
design |
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| WB SD2-10 |
rods and cables |
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| WB SD2-11 |
roof trusses |
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| WB SD2-12 |
pin-connected members |
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| WB SD2-13 |
chapter review |
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| WB SD2-14 | chapter Exam | ||||||||
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| SD3 | STEEL DESIGN 1 | columns | |||||||
| column theory | |||||||||
| WB SD3-01 | pinned ends | ||||||||
| WB SD3-02 | other end conditions | ||||||||
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aisc requirements |
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| WB SD3-03 | design strength | ||||||||
| WB SD3-04 | local buckling | ||||||||
| WB SD3-05 | tables | ||||||||
| WB SD3-06 |
column design |
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| WB SD3-07 |
effective length |
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buckling modes |
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| WB SD3-08 |
torsional buckling |
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| WB SD3-09 |
flexural buckling |
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| WB SD3-10 |
flexural-torsional buckling |
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built-up members |
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| WB SD3-11 | introduction | ||||||||
| WB SD3-12 | Connections - rolled shapes | ||||||||
| WB SD3-13 | Connections - plates | ||||||||
| WB SD3-14 |
chapter review |
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| WB SD3-15 | chapter Exam | ||||||||
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| SD4 | STEEL DESIGN 1 | beams | |||||||
| WB SD4-01 | introduction | ||||||||
| homogeneous beams | |||||||||
| WB SD4-02 | principal stresses | ||||||||
| WB SD4-03 |
inertia |
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| WB SD4-04 |
bending stress |
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| WB SD4-05 |
the plastic moment |
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| WB SD4-06 |
stability |
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| WB SD4-07 |
classification of shapes |
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bending strength |
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| WB SD4-08 |
compact shapes |
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| WB SD4-09 |
compact shapes |
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| WB SD4-10 |
summary |
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homogeneous beams |
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| WB SD4-11 |
first moment of area |
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| WB SD4-12 |
shear stress |
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| WB SD4-13 |
shear strength |
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| WB SD4-14 |
deflection |
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| WB SD4-15 |
design |
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| WB SD4-16 |
floor and roof framing systems |
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| WB SD4-17 |
holes in beams |
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| WB SD4-18 |
open-web steel joists |
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| WB SD4-19 |
beam bearing plates and column base plates |
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| WB SD4-20 |
biaxial bending |
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| WB SD4-21 |
bending strength of various shapes |
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| WB SD4-22 |
chapter review |
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| WB SD4-23 | chapter Exam | ||||||||
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| SD5 | STEEL DESIGN 1 | beam-columns | |||||||
| WB SD5-01 | definition | ||||||||
| WB SD5-02 |
interaction formulas |
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| WB SD5-03 |
moment amplification |
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| WB SD5-04 |
buckling |
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frames |
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| WB SD5-05 |
braced frames |
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| WB SD5-06 |
unbraced frames |
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| WB SD5-07 |
design |
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| WB SD5-08 |
trusses |
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| WB SD5-09 |
chapter review |
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| WB SD5-10 | chapter Exam | ||||||||
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| SD6 | STEEL DESIGN 1 | module final exam | |||||||
| WB SD6-01 | fundamentals | ||||||||
| WB SD6-02 |
tension members |
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| WB SD6-03 |
columns |
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| WB SD6-04 |
beams |
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| WB SD6-05 |
beam - columns |
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| coming soon | coming soon | coming soon | coming soon | coming soon | coming soon | coming soon | |||
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