How To Define Load Combinations According To ASCE7-16

In this training, we intend to define the combination of loads required for the design of the discussed industrial structure in accordance with ASCE 7-16. In this example, due to the fact that our structure does not have a crane and is regular in plan, 108 load combinations are defined. Otherwise, if a crane is added, the number of load combinations will be increased. The basic load combinations are
taken from ASCE7-16 and are generalized according to the type of loads. Dead load ,live loads, balanced and unbalanced snow loads, wind load, earthquake loads, Temperature load and settlement of supports load have been used in this structure.
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Timecodes
0:00 - Introducing the procedure
0:39 - Define load combination 1.4DL
1:39 - Define 1.2DL+1.6LL+0.5(Lr or S)
5:10 - Define 1.2DL+1.6(Lr or S)+(LL or 0.5W)
11:25 - Define 1.2D+1W+LL+0.5(Lr or S)
21:47 - Define Vertical Seismic Load effects Ev
23:22 - Define 1.2DL+Eh+Ev+LL+0.2S
25:20 - Define 0.9DL+W
26:30 - Define 0.9DL+E
28:00 - Define Temperature load combinations
30:42 - Convert Load combinations to Nonlinear Cases
31:27 - Change Design Type for seismic load combinations in special frames