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// CODE SNIPPET

1616.3.2.1 ICC 300, Section 303.5.1

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 > 1616.3.2.1 ICC 300, Section 303.5.1
JUMP TO FULL CODE CHAPTER
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)

Related Code Sections


1605A.4.1 Structural Design, 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 ...
Los Angeles Building Code > 16A Structural Design > 1605A Load Combinations > 1605A.4 Modifications to Load Combinations in ICC 300 > 1605A.4.1 ICC 300, Section 303.5.1
1616.3.2.1 Structural Design, 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 ...
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 > 1616.3.2.1 ICC 300, Section 303.5.1
1616.3.2.2 Structural Design, 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 ...
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 > 1616.3.2.2 ICC 300, Section 303.5.2
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:
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