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// CODE SNIPPET

1605A.4 Modifications to Load Combinations in ICC 300

California Building Code 2016 (Vol 1 & 2) > 16A Structural Design > 1605A Load Combinations > 1605A.4 Modifications to Load Combinations in ICC 300
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The text of ICC 300 shall be modified as indicated in Section 1605A.4.1 through 1605A.4.3.

1605A.4.1 ICC 300, Section 303.5.1

Modify Section 303.5.1 by adding Equation 3-1a and replacing Equation 3-2 as follows:

0.9D + 0.4L + 1.6Z (Equation 3-1a)
1.2D + 1.6L + 1.6Rr (Equation 3-2)

1605A.4.2 ICC 300, Section 303.5.2

Modify Section 303.5.2 by adding Equation 3-3a, adding Equation 3-3b, and replacing Equation 3-4 as follows:
D + 0.4L + Z (Equation 3-3a)
0.6D + 0.3L + Z (Equation 3-3b)
D + L + Rr (Equation 3-4)

1605A.4.3 ICC 300, Section 303.5.3

Modify Section 303.5.3 as follows:

The uniform live load L used in Equation 3-2 and 3-4 may be taken as zero when evaluating elements supporting the handrail/guard provided those elements do not also support L.

Related Code Sections


1605A.4 Structural Design, Modifications to Load Combinations in ICC 300
The text of ICC 300 shall be modified as indicated in Section 1605A.4.1 through 1605A.4.3 ...
California Building Code 2016 (Vol 1 & 2) > 16A Structural Design > 1605A Load Combinations > 1605A.4 Modifications to Load Combinations in ICC 300
1605A.4 Structural Design, Modifications to Load Combinations in ICC 300
Modify the text of ICC 300, Section 303.5.2 by adding Equation 3-5a as follows: D + 0.4L + Z (Equation 3-5a ...
California Building Code 2019 (Vol 1 & 2) > 16A Structural Design > 1605A Load Combinations > 1605A.4 Modifications to Load Combinations in ICC 300
1616.3.2 Structural Design, Modifications to Load Combinations in ICC 300
The text of ICC 300 shall be modified as indicated in Section 1616.3.2.1 through 1616.3.2.3 ...
California Building Code 2016 (Vol 1 & 2) > 16 Structural Design > 1616 Additional Requirements for Community Colleges [DSA-SS/CC] > 1616.3 Load Combinations > 1616.3.2 Modifications to Load Combinations in ICC 300
1617.3.2 Structural Design, Modifications to Load Combinations in ICC 300
Modify the text of ICC 300, Section 303.5.2 by adding Equation 3-5a as follows: D + 0.4L + Z (Equation 3-5a ...
California Building Code 2019 (Vol 1 & 2) > 16 Structural Design > 1617 Additional Requirements for Community Colleges [DSA-SS/CC] > 1617.3 Load Combinations > 1617.3.2 Modifications to Load Combinations in ICC 300
1605A.4.3 Structural Design, ICC 300, Section 303.5.3
Modify Section 303.5.3 as follows: The uniform live load L used in Equation 3-2 and 3-4 may be taken as zero when evaluating elements supporting ...
California Building Code 2019 (Vol 1 & 2) > 16A Structural Design > 1605A Load Combinations > 1605A.4 Modifications to Load Combinations in ICC 300 > 1605A.4.3 ICC 300, Section 303.5.3
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