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N 2 2.01.07-85*

""(29 2003 . N 45)

Change N in 2 SNIP - Construction norms and regulations 2.01.07-85 * "loads and action" (adopted and introduced into the action bythe resolution of Gosstroy - State Committee for Construction RF of 29 May, 2003, N 45)

1. 1.3. ):

Point 1.3. A) to present in the following editorial staff:

") - ..2.2., 3.4., 3.7., 3.11., 4.8., 6.11., 7.3.8.7.;"

with the calculation for the strength and the stability - in accordance with p.p.2.2., 3.4., 3.7., 3.11., 4.8., 6.11., 7.3. and 8.7.

2. 1.7:"":

subparagraph "k" to present in the following editorial staff:

") , 0,5";

j) load due to snows with the lowered computed value, determined by the multiplication of total computed value for coefficient of 0,5

:

to supplement point with the note of the following content:

".5(52.01.07-85*) ."

"note. In the regions with the mean temperature of January minus of shchS and above (on the map of appendix 5 to SNIP -Construction norms and regulations 2.01.07-85 *) load due to snows with the lowered computed value are not established."

3. ) 1.8.:

3. subparagraph d) point 1.8. to present in the following editorial staff:

") ".

"d) load due to snows with the total computed value".

4. 5.1.:

4. point 5.1. to present in the following editorial staff:

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"5.1. :"5.1. The total computed value of load due to snow on the horizontal projection of coating should be determined from the formula:

S = S x ,g

S - 1 2g ,

.5.2.where S - the computed value of the weight of snow cover for 1 m2 g of the horizontal earth's surface, taken in accordance withp.shch.2.

- , ..5.3. - 5.6."

mu - conversion factor from the weight of snow cover of the earth to the load due to snow on the coating, taken in accordance withp.p.shch.e. - 5.6."

5. 5.2.:

5. point 5.2. to present in the following editorial staff:

"5.2. S_g 1 " 4."5.2. The computed value of the weight of snow cover S_.g on 1 m "the horizontal earth's surface should be taken depending on thesnow region of the Russian Federation according to the data of table 4.

4

| | | | | | | | | || (1 | I | II | III | IV | V | VI | VII | VIII || 5) | | | | | | | | |||||||||||| S_g, | 0,8 | 1,2 | 1,8 | 2,4 | 3,2 | 4,0 | 4,8 | 5,6 || (/2) | (80) | (120) | (180) | (240) | (320) | (400) | (480) | (560) |

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