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// CODE SNIPPET
1605A.4 Modifications to Load Combinations in ICC 300
Los Angeles Building Code
>
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 +
1.6
Z
(Equation 3-1a)
1.2
D +
1.6
L +
1.6
R
r
(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 + R
r
(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 ...
Los Angeles Building Code
>
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 ...
Los Angeles Building Code
>
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
1616.3.2.3 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 ...
Los Angeles Building Code
>
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
>
1616.3.2.3 ICC 300, Section 303.5.3
1616.5.1.6 Structural Design, Footnote C:
Modify Footnote c as follows: c. Design in accordance with
ICC
300
as amended by Section 1616.3.2
Modifications
to
Load
Combinations
in
ICC
300
. ...
Los Angeles Building Code
>
16 Structural Design
>
1616 Additional Requirements for Community Colleges [DSA-SS/CC]
>
1616.5 Live Loads
>
1616.5.1 Modifications to Table 1607.1
>
1616.5.1.6 Footnote C:
1616.5.1 Structural Design, Modifications to Table 1607.1
1616.3.2
Modifications
to
Load
Combinations
in
ICC
300
. ...
Los Angeles Building Code
>
16 Structural Design
>
1616 Additional Requirements for Community Colleges [DSA-SS/CC]
>
1616.5 Live Loads
>
1616.5.1 Modifications to Table 1607.1
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