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Additional resources for Wind Loads and Anchor Bolt Design for Petrochemical Facilities

Sample text

I ~~I_LI~~=O II 't ' I ! 5' . 7~ I I · -.. •. ··1··· .. •... 3 Force Coefficients, C f --------------------_ . - -lii-++-+I 13 I . - 12 j 'i- Sr-/8= l . , Sr-/8=O. I , ....... 7'....... 6 -..... +......... j 4 3 ..... ····t ! j -,J. •.. j_. /:0. N . I . • j I I I ----. ,II r i i I I ·tl I I [E;= ] 0 . 5] ' I L~I. )i ... 0! 5;"""1. '1" Ij T . i! , H - •••••••• ....... t-········ -..... - ·t····· . -... • .. ~ i ·····f···· - _ ~.... 15 ! ' , j ~. ! 5 o u 8 a r... 5 ····l··· j . 5 j . I . j .

10 93 116 Has used an effective force coefficient other than from ASCE or ANSI. #11 NA 90 Effective force coefficient based on the solidity ratio of the structure. 4. con sho' wer nun thar Rec ~ the #12 157 182 Similar frames assumed in an open frame structure. #13 92 116 Open frame structure considered. 448. 2 Combination A includes only wind on the structural frame. When NA is reported the design practice did not segregate the results between equipment and the structure in this case. 3 Combination B includes wind on the structural frame, equipment, piping, and electrical.

Wind loads should be calculated in accordance with the general procedures and provisions ofASCE 7 for wind loads on "Other Structures" with the exceptions as noted. 1 Main Wind Force Resisting System I. 2. I. Alternatively, ladders, handrails and stairs can be treated as equipment instead of part of the main force resisting frame. The basic method used to calculate wind loads on an open frame structure was adapted from a British method for computing wind forces on unclad framed buildings during construction (Willford /Al/sop).

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