ZFP_IND CALCULATION FORMAT file:///home/website/convert/temp/convert_html/544b36f0b1af9f76478b4954/document.xls 3.4 BLAST LOAD Reference: SAES-M-009 - Design Criteria for Blast Resistant Buildings Design of Blast Resistant Buildings in Petrochemical Facilities, ASCE As per Final Building Risk Assesment Study Report - reference letter LP/TSU-036-2006 dated August 30, 2006. Peak side-on overpressu = 1.40 psi & 67.7 ms = 0.0677 m PROPOSED SUBSTATION ### NORTH m 6.65 H = L = 70.00 m FGL TOC SECTION A - A m PROPOSED SUBSTATION ### A B = PLAN BLAST FORCE Reference : ASCE Report 97; Design of Blast Resistant Buildings in Petrochemical Plants Building size : = 70.00 m = 229.60 ft Width B = 10.72 m = 35.16 ft Height H = 7.20 m = 23.62 ft CALCULATION SHEET DESCRIPTION: SUBSTATION - UGOSP 7 AND UGOSP 8 BI No REPLACE ELECTRICAL EQUIPMENT AT 5 SOUTHERN GOSPs BI-10-00 Saudi Arabia PSO duration, td = Length L
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ZFP_IND CALCULATION FORMAT file:///tt/file_convert/544b36f0b1af9f76478b4954/document.xls
3.4 BLAST LOAD
Reference: SAES-M-009 - Design Criteria for Blast Resistant Buildings Design of Blast Resistant Buildings in Petrochemical Facilities, ASCE
As per Final Building Risk Assesment Study Report - reference letter LP/TSU-036-2006 dated August 30, 2006.