Tension Members
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Example 1 - Calculating design strength using LRFD and allowable strength using ASD for plate in tension (13:16)
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Example 2 - Checking angle in tension with given service loads using LRFD and ASD (14:53)
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Example 3 - Calculate the design strength (LRFD) and allowable strength (ASD) for double angle in tension (16:01)
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Example 4 - Analyzing a tension eyebar member using LRFD and ASD (16:49)
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Example 5 - Calculating the effective net area of a bolted tension member by calculating the shear lag factor (5:57)
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Example 6 - Check the tensile strength of pin connected tension member (16:52)
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Example 7 - Calculate the effective area of a welded member by calculating the shear lag factor (3:31)
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Example 8 - Calculate the smallest net area for a plate in tension with staggered fasteners (9:05)
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Example 9 - Calculate the block shear strength of a bolted tension member (9:57)
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Example 10 - Calculate the minimum required rod size for a threaded rod in tension (7:35)
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Example 11 - Calculate the minimum required rod size for a pipe support made using a threaded bent rod (11:55)
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Example 12 - Designing threaded rod tension braces for a pinned structure subjected to horizontal wind loading (6:56)
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Example 13 - Calculate the minimum required rod size for a threaded rod in tension (6:30)
Compression Members
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Example 1 - Calculating the stability of steel column pinned at both ends and subjected to an axial compressive load (3:57)
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Example 2 - Calculating the design and allowable compressive strength per LRFD and ASD (8:04)
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Example 3 - Checking local stability for a wide flange column under compression (7:01)
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Example 4 - Calculating the local buckling compressive strength of a slender HSS section using LRFD and ASD (24:06)
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Example 5 - Calculate the design and allowable compressive strength per LRFD and ASD using tables from AISC (12:20)
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Example 6 - Designing a steel column based on given dead and live loads, effective length, and yield stress (5:16)
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Example 7 - Designing the lightest steel column based on given loads, effective length, and yield stress (6:58)
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Example 8 - Designing the lightest W18 steel column based on given loads, effective length, and yield stress (18:56)
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Example 9 - Calculating the design and allowable compressive strength per LRFD and ASD for a pinned column braced in the strong and weak directions (10:22)
Beams
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Example 1 - Calculating the elastic section modulus, Sx, and plastic section modulus, Zx, for a plate girder bent about its strong axis (18:58)
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Example 2 - Calculating the elastic section modulus (Sx), plastic section modulus (Zx), and shape factor (f) for a built up T-shape (24:44)
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Example 3 - Analyzing a beam supporting a concrete slab and subjected to dead and live loads per LRFD and ASD (11:42)
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Example 4 - Calculating the flexural strength of a beam subject to different lateral support conditions per LRFD and ASD (14:03)
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Example 5 -Analyzing a non-compact beam undergoing elastic lateral torsional buckling per LRFD and ASD (13:02)
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Example 6 - Checking shear capacity of simply supported beam per LRFD and ASD (7:03)
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Example 7 - Finding the maximum reaction a beam can sustain based on block shear per LRFD and ASD (7:09)
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Example 8 - Calculating deflection due to dead and live loads (2:50)
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Example 9 - Choosing the lightest beam section per LRFD and ASD (11:20)
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Example 10 - Design of a Beam Bearing Plate (15:41)
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Example 11 - Design of a Column Base Plate (16:04)
Beams-Columns
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Example 1 - Determining which AISC Specification interaction equation is applicable for a given beam column and checking adequacy (12:58)
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Example 2 - Analysis of steel beam-column braced against sidesway (19:00)
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Example 3 - Analysis of steel beam-column braced against sidesway (16:05)
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Example 4 - Analysis of steel beam-column braced against sidesway (16:57)
Simple Connections
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Example 1 - Checking bolt spacing, edge distances, and bearing for a bolted connection (15:46)
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Example 2 - Calculating the strength of a bolted connection by checking bearing and shearing per LRFD and ASD (16:16)
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Example 3 - Designing a bolted connection for a plate in tension attached to a gusset plate per LRFD and ASD (6:49)
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Example 4 - Calculating the strength of a non-slip bolted connection in tension per LRFD and ASD (28:04)
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Example 5 - Designing a bolted connection for a tension splice plate connection (13:46)
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Example 6 - Designing a bolted connection for a channel under tension attached to a gusset plate (21:33)
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Example 7 - Designing a bolted connection between a tee and beam flange (13:24)
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Example 8 - Checking adequacy of a bolted connection subjected to combined shear and tension (15:16)
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Example 9 - Calculating the strength of a longitudinal fillet weld connection (8:28)
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Example 10 - Calculating the strength of a connection with longitudinal and transverse fillet welds (10:15)
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Example 11 - Calculating the length of fillet weld required for a connection subjected to given service dead and live loads (6:31)
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Example 12 - Designing a fillet welded connection for a plate in tension attached to a gusset plate (11:56)
Plate Girders
