D + 0.4L + Z

**(Equation 3-3a)**
0.6D + 0.3L + Z

**(Equation 3-3b)**
D + L + R

_{r}**(Equation 3-4)**// CODE SNIPPET

JUMP TO FULL CODE CHAPTER
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.4.2 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 > 16A Structural Design > 1605A Load Combinations > 1605A.4 Modifications to Load Combinations in ICC 300 > 1605A.4.2 ICC 300, Section 303.5.2

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

1616.3.2.1 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

1616.3.2.3 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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