Full Calculation Join

8/12/2019 Full Calculation Join

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ETABS v9.7.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 13:473-D View - KN-m Units

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ETABS v9.7.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 13:533-D View Frame Span Loads (DEAD) - KN-m Units

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ETABS v9.7.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 13:553-D View Wind Pressure Coeffs (W0) - KN-m Units

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ETABS v9.7.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 13:563-D View Wind Pressure Coeffs (W180) - KN-m Units

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (finalLOADS AND LOADS COMBINATIONS AND WIND LOAD CALCULATION VALUES

ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS) (BIGGER SECTIONS) (FINAL) U2011 14:03 PAGE 1S T A T I C L O A D C A S E SSTATIC CASE AUTO LAT SELF WT NOTIONAL NOTIONALCASE TYPE LOAD MULTIPLIER FACTOR DIRECTION

DEAD OTHER N/A 1.0000W0 WIND ASCE7-05 0.0000W180 WIND ASCE7-05 0.0000ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS) (BIGGER SECTIONS) (FINAL) 2011 14:03 PAGE 2L O A D I N G C O M B I N A T I O N S

COMBO CASE SCALECOMBO TYPE CASE TYPE FACTORDES1 ADD DEAD Static 1.4000DES2 ADD DEAD Static 1.2000 W0 Static 0.8000DES3 ADD DEAD Static 1.2000 W180 Static 0.8000DES4 ADD DEAD Static 1.2000 W0 Static -0.8000DES5 ADD DEAD Static 1.2000 W180 Static -0.8000DES6 ADD DEAD Static 1.2000 W0 Static 1.6000DES7 ADD DEAD Static 1.2000 W180 Static 1.6000DES8 ADD DEAD Static 1.2000 W0 Static -1.6000DES9 ADD DEAD Static 1.2000 W180 Static -1.6000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (finalDES10 ADD DEAD Static 0.9000 W0 Static 1.6000DES11 ADD DEAD Static 0.9000 W180 Static 1.6000DES12 ADD DEAD Static 0.9000 W0 Static -1.6000DES13 ADD DEAD Static 0.9000 W180 Static -1.6000ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS) (BIGGER SECTIONS) (FINAL) 2011 14:03 PAGE 3A U T O W I N D A S C E 7 - 0 5Case: W0

AUTO WIND INPUT DATA Exposure From: Area Ob ects Top Story: 2 Bottom Story: BASE No parapet is included Basic Wind Speed, V = 100 mph Exposure Category = B Importance Factor, Iw = 1 Kzt = 1 Kd = 0.85 Gust Factor, G = 0.85

AUTO WIND CALCULATION FORMULAS P = wind pressure = WindwardCp qz G + qh G LeewardCp qz, the velocity pressure, = 0.00256 Kz Kzt Kd Iw V^2 psf Kz is the velocity pressure exposure coefficient Kz = 2.01 (z / zg)^(2/alpha) for 15 feet


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (finalAUTO WIND CALCULATION RESULTS zg = 1200 alpha = 7.0 qh = 12.5059

AUTO WIND STORY FORCES STORY FX FY FZ MX MY MZ 2 (Forces reported at X = 0.0000, Y = 0.0000, Z = 4550.0000) 0.00 0.00 25514.08210491134.87 -70163711.6 0.000 1 (Forces reported at X = 0.0000, Y = 0.0000, Z = 2400.0000) 0.00 0.00 2199.2318143615.002 -6047871.67 0.000

AUTO WIND POINT FORCES STORY POINT FX FY FZ MX MY 2 1638-1 (Point and forces located at X = 436.4598, Y = 0.0000, Z = 2581. -27.80 0.00 74.30 0.000 0.000 2 1639-1 (Point and forces located at X = 884.7768, Y = 0.0000, Z = 2731. -22.41 0.00 76.10 0.000 0.000 2 1640-1 (Point and forces located at X = 1342.6532, Y = 0.0000, Z = 2848 -16.91 0.00 77.51 0.000 0.000 2 1641-1 (Point and forces located at X = 1807.7424, Y = 0.0000, Z = 2932 -11.32 0.00 78.52 0.000 0.000 2 1642-1 (Point and forces located at X = 2277.6608, Y = 0.0000, Z = 2983 -5.68 0.00 79.13 0.000 0.000 2 1643-1 (Point and forces located at X = 2750.0000, Y = 0.0000, Z = 3000 0.00 0.00 79.33 0.000 0.000 2 1644-1 (Point and forces located at X = 3222.3392, Y = 0.0000, Z = 2983 5.68 0.00 79.13 0.000 0.000 2 1645-1 (Point and forces located at X = 3692.2576, Y = 0.0000, Z = 2932 11.32 0.00 78.52 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1646-1 (Point and forces located at X = 4157.3468, Y = 0.0000, Z = 2848 16.91 0.00 77.51 0.000 0.000 2 1647-1 (Point and forces located at X = 4615.2232, Y = 0.0000, Z = 2731 22.41 0.00 76.10 0.000 0.000 2 1648-1 (Point and forces located at X = 5063.5402, Y = 0.0000, Z = 2581 27.80 0.00 74.30 0.000 0.000 2 1702-1 (Point and forces located at X = 436.4598, Y = 5500.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1703-1 (Point and forces located at X = 884.7768, Y = 5500.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1704-1 (Point and forces located at X = 1342.6532, Y = 5500.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1705-1 (Point and forces located at X = 1807.7424, Y = 5500.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1706-1 (Point and forces located at X = 2277.6608, Y = 5500.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1707-1 (Point and forces located at X = 2750.0000, Y = 5500.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1708-1 (Point and forces located at X = 3222.3392, Y = 5500.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1709-1 (Point and forces located at X = 3692.2576, Y = 5500.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1710-1 (Point and forces located at X = 4157.3468, Y = 5500.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1711-1 (Point and forces located at X = 4615.2232, Y = 5500.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1712-1 (Point and forces located at X = 5063.5402, Y = 5500.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1715-1 (Point and forces located at X = 436.4598, Y = 11000.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1716-1 (Point and forces located at X = 884.7768, Y = 11000.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1717-1 (Point and forces located at X = 1342.6532, Y = 11000.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1718-1 (Point and forces located at X = 1807.7424, Y = 11000.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1719-1 (Point and forces located at X = 2277.6608, Y = 11000.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1720-1 (Point and forces located at X = 2750.0000, Y = 11000.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1721-1 (Point and forces located at X = 3222.3392, Y = 11000.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1722-1 (Point and forces located at X = 3692.2576, Y = 11000.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1723-1 (Point and forces located at X = 4157.3468, Y = 11000.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1724-1 (Point and forces located at X = 4615.2232, Y = 11000.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1725-1 (Point and forces located at X = 5063.5402, Y = 11000.0000, Z = 55.60 0.00 148.61 0.000 0.000 2 1728-1 (Point and forces located at X = 436.4598, Y = 16500.0000, Z = 2 -27.80 0.00 74.30 0.000 0.000 2 1729-1 (Point and forces located at X = 884.7768, Y = 16500.0000, Z = 2 -22.41 0.00 76.10 0.000 0.000 2 1730-1 (Point and forces located at X = 1342.6532, Y = 16500.0000, Z = -16.91 0.00 77.51 0.000 0.000 2 1731-1 (Point and forces located at X = 1807.7424, Y = 16500.0000, Z = -11.32 0.00 78.52 0.000 0.000 2 1732-1 (Point and forces located at X = 2277.6608, Y = 16500.0000, Z = -5.68 0.00 79.13 0.000 0.000 2 1733-1 (Point and forces located at X = 2750.0000, Y = 16500.0000, Z = 0.00 0.00 79.33 0.000 0.000 2 1734-1 (Point and forces located at X = 3222.3392, Y = 16500.0000, Z = 5.68 0.00 79.13 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1735-1 (Point and forces located at X = 3692.2576, Y = 16500.0000, Z = 11.32 0.00 78.52 0.000 0.000 2 1736-1 (Point and forces located at X = 4157.3468, Y = 16500.0000, Z = 16.91 0.00 77.51 0.000 0.000 2 1737-1 (Point and forces located at X = 4615.2232, Y = 16500.0000, Z = 22.41 0.00 76.10 0.000 0.000 2 1738-1 (Point and forces located at X = 5063.5402, Y = 16500.0000, Z = 27.80 0.00 74.30 0.000 0.000 2 1927-1 (Point and forces located at X = 884.7768, Y = 1100.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1746-1 (Point and forces located at X = 436.4598, Y = 1100.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1928-1 (Point and forces located at X = 884.7768, Y = 2200.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1744-1 (Point and forces located at X = 436.4598, Y = 2200.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1929-1 (Point and forces located at X = 884.7768, Y = 3300.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1742-1 (Point and forces located at X = 436.4598, Y = 3300.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1930-1 (Point and forces located at X = 884.7768, Y = 4400.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1740-1 (Point and forces located at X = 436.4598, Y = 4400.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1931-1 (Point and forces located at X = 1342.6532, Y = 1100.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1932-1 (Point and forces located at X = 1342.6532, Y = 2200.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1933-1 (Point and forces located at X = 1342.6532, Y = 3300.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1934-1 (Point and forces located at X = 1342.6532, Y = 4400.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1935-1 (Point and forces located at X = 1807.7424, Y = 1100.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1936-1 (Point and forces located at X = 1807.7424, Y = 2200.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1937-1 (Point and forces located at X = 1807.7424, Y = 3300.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1938-1 (Point and forces located at X = 1807.7424, Y = 4400.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1939-1 (Point and forces located at X = 2277.6608, Y = 1100.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1940-1 (Point and forces located at X = 2277.6608, Y = 2200.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1941-1 (Point and forces located at X = 2277.6608, Y = 3300.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1942-1 (Point and forces located at X = 2277.6608, Y = 4400.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1788-1 (Point and forces located at X = 2750.0000, Y = 1100.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1790-1 (Point and forces located at X = 2750.0000, Y = 2200.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1792-1 (Point and forces located at X = 2750.0000, Y = 3300.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1794-1 (Point and forces located at X = 2750.0000, Y = 4400.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1943-1 (Point and forces located at X = 884.7768, Y = 6600.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1822-1 (Point and forces located at X = 436.4598, Y = 6600.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1944-1 (Point and forces located at X = 884.7768, Y = 7700.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1820-1 (Point and forces located at X = 436.4598, Y = 7700.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1945-1 (Point and forces located at X = 884.7768, Y = 8800.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1818-1 (Point and forces located at X = 436.4598, Y = 8800.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1946-1 (Point and forces located at X = 884.7768, Y = 9900.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1816-1 (Point and forces located at X = 436.4598, Y = 9900.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1947-1 (Point and forces located at X = 1342.6532, Y = 6600.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1948-1 (Point and forces located at X = 1342.6532, Y = 7700.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1949-1 (Point and forces located at X = 1342.6532, Y = 8800.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1950-1 (Point and forces located at X = 1342.6532, Y = 9900.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1951-1 (Point and forces located at X = 1807.7424, Y = 6600.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1952-1 (Point and forces located at X = 1807.7424, Y = 7700.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1953-1 (Point and forces located at X = 1807.7424, Y = 8800.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1954-1 (Point and forces located at X = 1807.7424, Y = 9900.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1955-1 (Point and forces located at X = 2277.6608, Y = 6600.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1956-1 (Point and forces located at X = 2277.6608, Y = 7700.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1957-1 (Point and forces located at X = 2277.6608, Y = 8800.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1958-1 (Point and forces located at X = 2277.6608, Y = 9900.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1844-1 (Point and forces located at X = 2750.0000, Y = 6600.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1846-1 (Point and forces located at X = 2750.0000, Y = 7700.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1848-1 (Point and forces located at X = 2750.0000, Y = 8800.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1850-1 (Point and forces located at X = 2750.0000, Y = 9900.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1959-1 (Point and forces located at X = 884.7768, Y = 12100.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000 2 1878-1 (Point and forces located at X = 436.4598, Y = 12100.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1960-1 (Point and forces located at X = 884.7768, Y = 13200.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000 2 1876-1 (Point and forces located at X = 436.4598, Y = 13200.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1961-1 (Point and forces located at X = 884.7768, Y = 14300.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000 2 1874-1 (Point and forces located at X = 436.4598, Y = 14300.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1962-1 (Point and forces located at X = 884.7768, Y = 15400.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000 2 1872-1 (Point and forces located at X = 436.4598, Y = 15400.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1963-1 (Point and forces located at X = 1342.6532, Y = 12100.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1964-1 (Point and forces located at X = 1342.6532, Y = 13200.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1965-1 (Point and forces located at X = 1342.6532, Y = 14300.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1966-1 (Point and forces located at X = 1342.6532, Y = 15400.0000, Z = -33.82 0.00 155.02 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1967-1 (Point and forces located at X = 1807.7424, Y = 12100.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1968-1 (Point and forces located at X = 1807.7424, Y = 13200.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1969-1 (Point and forces located at X = 1807.7424, Y = 14300.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1970-1 (Point and forces located at X = 1807.7424, Y = 15400.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1971-1 (Point and forces located at X = 2277.6608, Y = 12100.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1972-1 (Point and forces located at X = 2277.6608, Y = 13200.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1973-1 (Point and forces located at X = 2277.6608, Y = 14300.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1974-1 (Point and forces located at X = 2277.6608, Y = 15400.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1900-1 (Point and forces located at X = 2750.0000, Y = 12100.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1902-1 (Point and forces located at X = 2750.0000, Y = 13200.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1904-1 (Point and forces located at X = 2750.0000, Y = 14300.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1906-1 (Point and forces located at X = 2750.0000, Y = 15400.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1787-1 (Point and forces located at X = 3222.3392, Y = 1100.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1789-1 (Point and forces located at X = 3222.3392, Y = 2200.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1791-1 (Point and forces located at X = 3222.3392, Y = 3300.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1793-1 (Point and forces located at X = 3222.3392, Y = 4400.0000, Z = 2 11.35 0.00 158.26 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1795-1 (Point and forces located at X = 3692.2576, Y = 1100.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1796-1 (Point and forces located at X = 3692.2576, Y = 2200.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1797-1 (Point and forces located at X = 3692.2576, Y = 3300.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1798-1 (Point and forces located at X = 3692.2576, Y = 4400.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1799-1 (Point and forces located at X = 4157.3468, Y = 1100.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1800-1 (Point and forces located at X = 4157.3468, Y = 2200.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1801-1 (Point and forces located at X = 4157.3468, Y = 3300.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1802-1 (Point and forces located at X = 4157.3468, Y = 4400.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1803-1 (Point and forces located at X = 4615.2232, Y = 1100.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1804-1 (Point and forces located at X = 4615.2232, Y = 2200.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1805-1 (Point and forces located at X = 4615.2232, Y = 3300.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1806-1 (Point and forces located at X = 4615.2232, Y = 4400.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1807-1 (Point and forces located at X = 5063.5402, Y = 1100.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1808-1 (Point and forces located at X = 5063.5402, Y = 2200.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1809-1 (Point and forces located at X = 5063.5402, Y = 3300.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1810-1 (Point and forces located at X = 5063.5402, Y = 4400.0000, Z = 2 55.60 0.00 148.61 0.000 0.000

Page 11


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Page 12


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1863-1 (Point and forces located at X = 5063.5402, Y = 6600.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1864-1 (Point and forces located at X = 5063.5402, Y = 7700.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1865-1 (Point and forces located at X = 5063.5402, Y = 8800.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1866-1 (Point and forces located at X = 5063.5402, Y = 9900.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1899-1 (Point and forces located at X = 3222.3392, Y = 12100.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1901-1 (Point and forces located at X = 3222.3392, Y = 13200.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1903-1 (Point and forces located at X = 3222.3392, Y = 14300.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1905-1 (Point and forces located at X = 3222.3392, Y = 15400.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1907-1 (Point and forces located at X = 3692.2576, Y = 12100.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1908-1 (Point and forces located at X = 3692.2576, Y = 13200.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1909-1 (Point and forces located at X = 3692.2576, Y = 14300.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1910-1 (Point and forces located at X = 3692.2576, Y = 15400.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1911-1 (Point and forces located at X = 4157.3468, Y = 12100.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1912-1 (Point and forces located at X = 4157.3468, Y = 13200.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1913-1 (Point and forces located at X = 4157.3468, Y = 14300.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1914-1 (Point and forces located at X = 4157.3468, Y = 15400.0000, Z = 33.82 0.00 155.02 0.000 0.000

Page 13


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1915-1 (Point and forces located at X = 4615.2232, Y = 12100.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1916-1 (Point and forces located at X = 4615.2232, Y = 13200.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1917-1 (Point and forces located at X = 4615.2232, Y = 14300.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1918-1 (Point and forces located at X = 4615.2232, Y = 15400.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1919-1 (Point and forces located at X = 5063.5402, Y = 12100.0000, Z = 55.60 0.00 148.61 0.000 0.000 2 1920-1 (Point and forces located at X = 5063.5402, Y = 13200.0000, Z = 55.60 0.00 148.61 0.000 0.000 2 1921-1 (Point and forces located at X = 5063.5402, Y = 14300.0000, Z = 55.60 0.00 148.61 0.000 0.000 2 1922-1 (Point and forces located at X = 5063.5402, Y = 15400.0000, Z = 55.60 0.00 148.61 0.000 0.000 1 1635 (Point and forces located at X = 0.0000, Y = 0.0000, Z = 2400.00 -15.23 0.00 36.65 0.000 0.000 1 1637 (Point and forces located at X = 5500.0000, Y = 0.0000, Z = 2400 15.23 0.00 36.65 0.000 0.000 1 1700 (Point and forces located at X = 0.0000, Y = 5500.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1701 (Point and forces located at X = 5500.0000, Y = 5500.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1713 (Point and forces located at X = 0.0000, Y = 11000.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1714 (Point and forces located at X = 5500.0000, Y = 11000.0000, Z = 30.46 0.00 73.31 0.000 0.000 1 1726 (Point and forces located at X = 0.0000, Y = 16500.0000, Z = 240 -15.23 0.00 36.65 0.000 0.000 1 1727 (Point and forces located at X = 5500.0000, Y = 16500.0000, Z = 15.23 0.00 36.65 0.000 0.000

Page 14


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 1 1739 (Point and forces located at X = 0.0000, Y = 4400.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1741 (Point and forces located at X = 0.0000, Y = 3300.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1743 (Point and forces located at X = 0.0000, Y = 2200.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1745 (Point and forces located at X = 0.0000, Y = 1100.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1811 (Point and forces located at X = 5500.0000, Y = 1100.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1812 (Point and forces located at X = 5500.0000, Y = 2200.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1813 (Point and forces located at X = 5500.0000, Y = 3300.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1814 (Point and forces located at X = 5500.0000, Y = 4400.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1815 (Point and forces located at X = 0.0000, Y = 9900.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1817 (Point and forces located at X = 0.0000, Y = 8800.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1819 (Point and forces located at X = 0.0000, Y = 7700.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1821 (Point and forces located at X = 0.0000, Y = 6600.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1867 (Point and forces located at X = 5500.0000, Y = 6600.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1868 (Point and forces located at X = 5500.0000, Y = 7700.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1869 (Point and forces located at X = 5500.0000, Y = 8800.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1870 (Point and forces located at X = 5500.0000, Y = 9900.0000, Z = 2 30.46 0.00 73.31 0.000 0.000

Page 15


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 1 1871 (Point and forces located at X = 0.0000, Y = 15400.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1873 (Point and forces located at X = 0.0000, Y = 14300.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1875 (Point and forces located at X = 0.0000, Y = 13200.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1877 (Point and forces located at X = 0.0000, Y = 12100.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1923 (Point and forces located at X = 5500.0000, Y = 12100.0000, Z = 30.46 0.00 73.31 0.000 0.000 1 1924 (Point and forces located at X = 5500.0000, Y = 13200.0000, Z = 30.46 0.00 73.31 0.000 0.000 1 1925 (Point and forces located at X = 5500.0000, Y = 14300.0000, Z = 30.46 0.00 73.31 0.000 0.000 1 1926 (Point and forces located at X = 5500.0000, Y = 15400.0000, Z = 30.46 0.00 73.31 0.000 0.000

ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS) (BIGGER SECTIONS) (FINAL) 2011 14:03 PAGE 4A U T O W I N D A S C E 7 - 0 5Case: W180

AUTO WIND INPUT DATA Exposure From: Area Ob ects Top Story: 2 Bottom Story: BASE No parapet is included Basic Wind Speed, V = 100 mph Exposure Category = B Importance Factor, Iw = 1 Kzt = 1 Kd = 0.85 Gust Factor, G = 0.85

Page 16


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (finalAUTO WIND CALCULATION FORMULAS P = wind pressure = WindwardCp qz G + qh G LeewardCp qz, the velocity pressure, = 0.00256 Kz Kzt Kd Iw V^2 psf Kz is the velocity pressure exposure coefficient Kz = 2.01 (z / zg)^(2/alpha) for 15 feet


28/65

ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1641-1 (Point and forces located at X = 1807.7424, Y = 0.0000, Z = 2932 -11.32 0.00 78.52 0.000 0.000 2 1642-1 (Point and forces located at X = 2277.6608, Y = 0.0000, Z = 2983 -5.68 0.00 79.13 0.000 0.000 2 1643-1 (Point and forces located at X = 2750.0000, Y = 0.0000, Z = 3000 0.00 0.00 79.33 0.000 0.000 2 1644-1 (Point and forces located at X = 3222.3392, Y = 0.0000, Z = 2983 5.68 0.00 79.13 0.000 0.000 2 1645-1 (Point and forces located at X = 3692.2576, Y = 0.0000, Z = 2932 11.32 0.00 78.52 0.000 0.000 2 1646-1 (Point and forces located at X = 4157.3468, Y = 0.0000, Z = 2848 16.91 0.00 77.51 0.000 0.000 2 1647-1 (Point and forces located at X = 4615.2232, Y = 0.0000, Z = 2731 22.41 0.00 76.10 0.000 0.000 2 1648-1 (Point and forces located at X = 5063.5402, Y = 0.0000, Z = 2581 27.80 0.00 74.30 0.000 0.000 2 1702-1 (Point and forces located at X = 436.4598, Y = 5500.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1703-1 (Point and forces located at X = 884.7768, Y = 5500.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1704-1 (Point and forces located at X = 1342.6532, Y = 5500.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1705-1 (Point and forces located at X = 1807.7424, Y = 5500.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1706-1 (Point and forces located at X = 2277.6608, Y = 5500.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1707-1 (Point and forces located at X = 2750.0000, Y = 5500.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1708-1 (Point and forces located at X = 3222.3392, Y = 5500.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1709-1 (Point and forces located at X = 3692.2576, Y = 5500.0000, Z = 2 22.65 0.00 157.04 0.000 0.000

Page 18


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1710-1 (Point and forces located at X = 4157.3468, Y = 5500.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1711-1 (Point and forces located at X = 4615.2232, Y = 5500.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1712-1 (Point and forces located at X = 5063.5402, Y = 5500.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1715-1 (Point and forces located at X = 436.4598, Y = 11000.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1716-1 (Point and forces located at X = 884.7768, Y = 11000.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000 2 1717-1 (Point and forces located at X = 1342.6532, Y = 11000.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1718-1 (Point and forces located at X = 1807.7424, Y = 11000.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1719-1 (Point and forces located at X = 2277.6608, Y = 11000.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1720-1 (Point and forces located at X = 2750.0000, Y = 11000.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1721-1 (Point and forces located at X = 3222.3392, Y = 11000.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1722-1 (Point and forces located at X = 3692.2576, Y = 11000.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1723-1 (Point and forces located at X = 4157.3468, Y = 11000.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1724-1 (Point and forces located at X = 4615.2232, Y = 11000.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1725-1 (Point and forces located at X = 5063.5402, Y = 11000.0000, Z = 55.60 0.00 148.61 0.000 0.000 2 1728-1 (Point and forces located at X = 436.4598, Y = 16500.0000, Z = 2 -27.80 0.00 74.30 0.000 0.000 2 1729-1 (Point and forces located at X = 884.7768, Y = 16500.0000, Z = 2 -22.41 0.00 76.10 0.000 0.000

Page 19


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1730-1 (Point and forces located at X = 1342.6532, Y = 16500.0000, Z = -16.91 0.00 77.51 0.000 0.000 2 1731-1 (Point and forces located at X = 1807.7424, Y = 16500.0000, Z = -11.32 0.00 78.52 0.000 0.000 2 1732-1 (Point and forces located at X = 2277.6608, Y = 16500.0000, Z = -5.68 0.00 79.13 0.000 0.000 2 1733-1 (Point and forces located at X = 2750.0000, Y = 16500.0000, Z = 0.00 0.00 79.33 0.000 0.000 2 1734-1 (Point and forces located at X = 3222.3392, Y = 16500.0000, Z = 5.68 0.00 79.13 0.000 0.000 2 1735-1 (Point and forces located at X = 3692.2576, Y = 16500.0000, Z = 11.32 0.00 78.52 0.000 0.000 2 1736-1 (Point and forces located at X = 4157.3468, Y = 16500.0000, Z = 16.91 0.00 77.51 0.000 0.000 2 1737-1 (Point and forces located at X = 4615.2232, Y = 16500.0000, Z = 22.41 0.00 76.10 0.000 0.000 2 1738-1 (Point and forces located at X = 5063.5402, Y = 16500.0000, Z = 27.80 0.00 74.30 0.000 0.000 2 1927-1 (Point and forces located at X = 884.7768, Y = 1100.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1746-1 (Point and forces located at X = 436.4598, Y = 1100.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1928-1 (Point and forces located at X = 884.7768, Y = 2200.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1744-1 (Point and forces located at X = 436.4598, Y = 2200.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1929-1 (Point and forces located at X = 884.7768, Y = 3300.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1742-1 (Point and forces located at X = 436.4598, Y = 3300.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1930-1 (Point and forces located at X = 884.7768, Y = 4400.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000

Page 20


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1740-1 (Point and forces located at X = 436.4598, Y = 4400.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1931-1 (Point and forces located at X = 1342.6532, Y = 1100.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1932-1 (Point and forces located at X = 1342.6532, Y = 2200.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1933-1 (Point and forces located at X = 1342.6532, Y = 3300.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1934-1 (Point and forces located at X = 1342.6532, Y = 4400.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1935-1 (Point and forces located at X = 1807.7424, Y = 1100.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1936-1 (Point and forces located at X = 1807.7424, Y = 2200.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1937-1 (Point and forces located at X = 1807.7424, Y = 3300.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1938-1 (Point and forces located at X = 1807.7424, Y = 4400.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1939-1 (Point and forces located at X = 2277.6608, Y = 1100.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1940-1 (Point and forces located at X = 2277.6608, Y = 2200.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1941-1 (Point and forces located at X = 2277.6608, Y = 3300.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1942-1 (Point and forces located at X = 2277.6608, Y = 4400.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1788-1 (Point and forces located at X = 2750.0000, Y = 1100.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1790-1 (Point and forces located at X = 2750.0000, Y = 2200.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1792-1 (Point and forces located at X = 2750.0000, Y = 3300.0000, Z = 3 0.00 0.00 158.67 0.000 0.000

Page 21


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1794-1 (Point and forces located at X = 2750.0000, Y = 4400.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1943-1 (Point and forces located at X = 884.7768, Y = 6600.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1822-1 (Point and forces located at X = 436.4598, Y = 6600.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1944-1 (Point and forces located at X = 884.7768, Y = 7700.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1820-1 (Point and forces located at X = 436.4598, Y = 7700.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1945-1 (Point and forces located at X = 884.7768, Y = 8800.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1818-1 (Point and forces located at X = 436.4598, Y = 8800.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1946-1 (Point and forces located at X = 884.7768, Y = 9900.0000, Z = 27 -44.83 0.00 152.20 0.000 0.000 2 1816-1 (Point and forces located at X = 436.4598, Y = 9900.0000, Z = 25 -55.60 0.00 148.61 0.000 0.000 2 1947-1 (Point and forces located at X = 1342.6532, Y = 6600.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1948-1 (Point and forces located at X = 1342.6532, Y = 7700.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1949-1 (Point and forces located at X = 1342.6532, Y = 8800.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1950-1 (Point and forces located at X = 1342.6532, Y = 9900.0000, Z = 2 -33.82 0.00 155.02 0.000 0.000 2 1951-1 (Point and forces located at X = 1807.7424, Y = 6600.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1952-1 (Point and forces located at X = 1807.7424, Y = 7700.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1953-1 (Point and forces located at X = 1807.7424, Y = 8800.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000

Page 22


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1954-1 (Point and forces located at X = 1807.7424, Y = 9900.0000, Z = 2 -22.65 0.00 157.04 0.000 0.000 2 1955-1 (Point and forces located at X = 2277.6608, Y = 6600.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1956-1 (Point and forces located at X = 2277.6608, Y = 7700.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1957-1 (Point and forces located at X = 2277.6608, Y = 8800.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1958-1 (Point and forces located at X = 2277.6608, Y = 9900.0000, Z = 2 -11.35 0.00 158.26 0.000 0.000 2 1844-1 (Point and forces located at X = 2750.0000, Y = 6600.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1846-1 (Point and forces located at X = 2750.0000, Y = 7700.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1848-1 (Point and forces located at X = 2750.0000, Y = 8800.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1850-1 (Point and forces located at X = 2750.0000, Y = 9900.0000, Z = 3 0.00 0.00 158.67 0.000 0.000 2 1959-1 (Point and forces located at X = 884.7768, Y = 12100.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000 2 1878-1 (Point and forces located at X = 436.4598, Y = 12100.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1960-1 (Point and forces located at X = 884.7768, Y = 13200.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000 2 1876-1 (Point and forces located at X = 436.4598, Y = 13200.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1961-1 (Point and forces located at X = 884.7768, Y = 14300.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000 2 1874-1 (Point and forces located at X = 436.4598, Y = 14300.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1962-1 (Point and forces located at X = 884.7768, Y = 15400.0000, Z = 2 -44.83 0.00 152.20 0.000 0.000

Page 23


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1872-1 (Point and forces located at X = 436.4598, Y = 15400.0000, Z = 2 -55.60 0.00 148.61 0.000 0.000 2 1963-1 (Point and forces located at X = 1342.6532, Y = 12100.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1964-1 (Point and forces located at X = 1342.6532, Y = 13200.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1965-1 (Point and forces located at X = 1342.6532, Y = 14300.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1966-1 (Point and forces located at X = 1342.6532, Y = 15400.0000, Z = -33.82 0.00 155.02 0.000 0.000 2 1967-1 (Point and forces located at X = 1807.7424, Y = 12100.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1968-1 (Point and forces located at X = 1807.7424, Y = 13200.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1969-1 (Point and forces located at X = 1807.7424, Y = 14300.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1970-1 (Point and forces located at X = 1807.7424, Y = 15400.0000, Z = -22.65 0.00 157.04 0.000 0.000 2 1971-1 (Point and forces located at X = 2277.6608, Y = 12100.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1972-1 (Point and forces located at X = 2277.6608, Y = 13200.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1973-1 (Point and forces located at X = 2277.6608, Y = 14300.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1974-1 (Point and forces located at X = 2277.6608, Y = 15400.0000, Z = -11.35 0.00 158.26 0.000 0.000 2 1900-1 (Point and forces located at X = 2750.0000, Y = 12100.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1902-1 (Point and forces located at X = 2750.0000, Y = 13200.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1904-1 (Point and forces located at X = 2750.0000, Y = 14300.0000, Z = 0.00 0.00 158.67 0.000 0.000

Page 24


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1906-1 (Point and forces located at X = 2750.0000, Y = 15400.0000, Z = 0.00 0.00 158.67 0.000 0.000 2 1787-1 (Point and forces located at X = 3222.3392, Y = 1100.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1789-1 (Point and forces located at X = 3222.3392, Y = 2200.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1791-1 (Point and forces located at X = 3222.3392, Y = 3300.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1793-1 (Point and forces located at X = 3222.3392, Y = 4400.0000, Z = 2 11.35 0.00 158.26 0.000 0.000 2 1795-1 (Point and forces located at X = 3692.2576, Y = 1100.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1796-1 (Point and forces located at X = 3692.2576, Y = 2200.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1797-1 (Point and forces located at X = 3692.2576, Y = 3300.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1798-1 (Point and forces located at X = 3692.2576, Y = 4400.0000, Z = 2 22.65 0.00 157.04 0.000 0.000 2 1799-1 (Point and forces located at X = 4157.3468, Y = 1100.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1800-1 (Point and forces located at X = 4157.3468, Y = 2200.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1801-1 (Point and forces located at X = 4157.3468, Y = 3300.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1802-1 (Point and forces located at X = 4157.3468, Y = 4400.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1803-1 (Point and forces located at X = 4615.2232, Y = 1100.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1804-1 (Point and forces located at X = 4615.2232, Y = 2200.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1805-1 (Point and forces located at X = 4615.2232, Y = 3300.0000, Z = 2 44.83 0.00 152.20 0.000 0.000

Page 25


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Page 26


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1858-1 (Point and forces located at X = 4157.3468, Y = 9900.0000, Z = 2 33.82 0.00 155.02 0.000 0.000 2 1859-1 (Point and forces located at X = 4615.2232, Y = 6600.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1860-1 (Point and forces located at X = 4615.2232, Y = 7700.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1861-1 (Point and forces located at X = 4615.2232, Y = 8800.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1862-1 (Point and forces located at X = 4615.2232, Y = 9900.0000, Z = 2 44.83 0.00 152.20 0.000 0.000 2 1863-1 (Point and forces located at X = 5063.5402, Y = 6600.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1864-1 (Point and forces located at X = 5063.5402, Y = 7700.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1865-1 (Point and forces located at X = 5063.5402, Y = 8800.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1866-1 (Point and forces located at X = 5063.5402, Y = 9900.0000, Z = 2 55.60 0.00 148.61 0.000 0.000 2 1899-1 (Point and forces located at X = 3222.3392, Y = 12100.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1901-1 (Point and forces located at X = 3222.3392, Y = 13200.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1903-1 (Point and forces located at X = 3222.3392, Y = 14300.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1905-1 (Point and forces located at X = 3222.3392, Y = 15400.0000, Z = 11.35 0.00 158.26 0.000 0.000 2 1907-1 (Point and forces located at X = 3692.2576, Y = 12100.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1908-1 (Point and forces located at X = 3692.2576, Y = 13200.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1909-1 (Point and forces located at X = 3692.2576, Y = 14300.0000, Z = 22.65 0.00 157.04 0.000 0.000

Page 27


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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 2 1910-1 (Point and forces located at X = 3692.2576, Y = 15400.0000, Z = 22.65 0.00 157.04 0.000 0.000 2 1911-1 (Point and forces located at X = 4157.3468, Y = 12100.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1912-1 (Point and forces located at X = 4157.3468, Y = 13200.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1913-1 (Point and forces located at X = 4157.3468, Y = 14300.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1914-1 (Point and forces located at X = 4157.3468, Y = 15400.0000, Z = 33.82 0.00 155.02 0.000 0.000 2 1915-1 (Point and forces located at X = 4615.2232, Y = 12100.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1916-1 (Point and forces located at X = 4615.2232, Y = 13200.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1917-1 (Point and forces located at X = 4615.2232, Y = 14300.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1918-1 (Point and forces located at X = 4615.2232, Y = 15400.0000, Z = 44.83 0.00 152.20 0.000 0.000 2 1919-1 (Point and forces located at X = 5063.5402, Y = 12100.0000, Z = 55.60 0.00 148.61 0.000 0.000 2 1920-1 (Point and forces located at X = 5063.5402, Y = 13200.0000, Z = 55.60 0.00 148.61 0.000 0.000 2 1921-1 (Point and forces located at X = 5063.5402, Y = 14300.0000, Z = 55.60 0.00 148.61 0.000 0.000 2 1922-1 (Point and forces located at X = 5063.5402, Y = 15400.0000, Z = 55.60 0.00 148.61 0.000 0.000 1 1635 (Point and forces located at X = 0.0000, Y = 0.0000, Z = 2400.00 -15.23 0.00 36.65 0.000 0.000 1 1637 (Point and forces located at X = 5500.0000, Y = 0.0000, Z = 2400 15.23 0.00 36.65 0.000 0.000 1 1700 (Point and forces located at X = 0.0000, Y = 5500.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000

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ob (11) car park (162 wind speed) (3 bays) (bigger sections) (final 1 1821 (Point and forces located at X = 0.0000, Y = 6600.0000, Z = 2400 -30.46 0.00 73.31 0.000 0.000 1 1867 (Point and forces located at X = 5500.0000, Y = 6600.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1868 (Point and forces located at X = 5500.0000, Y = 7700.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1869 (Point and forces located at X = 5500.0000, Y = 8800.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1870 (Point and forces located at X = 5500.0000, Y = 9900.0000, Z = 2 30.46 0.00 73.31 0.000 0.000 1 1871 (Point and forces located at X = 0.0000, Y = 15400.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1873 (Point and forces located at X = 0.0000, Y = 14300.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1875 (Point and forces located at X = 0.0000, Y = 13200.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1877 (Point and forces located at X = 0.0000, Y = 12100.0000, Z = 240 -30.46 0.00 73.31 0.000 0.000 1 1923 (Point and forces located at X = 5500.0000, Y = 12100.0000, Z = 30.46 0.00 73.31 0.000 0.000 1 1924 (Point and forces located at X = 5500.0000, Y = 13200.0000, Z = 30.46 0.00 73.31 0.000 0.000 1 1925 (Point and forces located at X = 5500.0000, Y = 14300.0000, Z = 30.46 0.00 73.31 0.000 0.000 1 1926 (Point and forces located at X = 5500.0000, Y = 15400.0000, Z = 30.46 0.00 73.31 0.000 0.000

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ETABS v9.7.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 14:063-D View Steel P-M Interaction Ratios (AISC-LRFD99) - N-mm Units

ETABS

0.00 0.50 0.70 0.90


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AISC-LRFD99

Steel Frame Design Report

Prepared by

ALMUMTAZ TENTS COMPANY

Model Name: job (11) car park (162 wind speed) (3 bays)(bigger sections) (final).edb

18 June 2011


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ETABS

v9.7.1 Steel Frame DesignAISC-LRFD99

Page 2

Load CombinationsLoad Combinations

Combination Combination

Name Definition

DES1 1.400*DEAD

DES2 1.200*DEAD + 0.800*W0

DES3 1.200*DEAD + 0.800*W180

DES4 1.200*DEAD 0.800*W0

DES5 1.200*DEAD 0.800*W180

DES6 1.200*DEAD + 1.600*W0

DES7 1.200*DEAD + 1.600*W180

DES8 1.200*DEAD 1.600*W0

DES9 1.200*DEAD 1.600*W180

DES10 0.900*DEAD + 1.600*W0

DES11 0.900*DEAD + 1.600*W180

DES12 0.900*DEAD 1.600*W0DES13 0.900*DEAD 1.600*W180

Material Property Data - GeneralMaterial Property Data - General

Name Type Dir/Plane Modulus of Poisson's Thermal Shear

Elasticity Ratio Coefficient Modulus

STEEL50 Iso All 200000.000 0.3000 1.1700E-05 76923.077

Material Property Data - Mass & Weight

Material Property Data - Mass & WeightName Mass per Weight per

Unit Volume Unit Volume

STEEL50 7.7800E-09 7.7820E-05

Material Property Data - Steel DesignMaterial Property Data - Steel Design

Name Steel Steel Cost per

Fy Fu Unit Weight

STEEL50 275.000 410.000 271447.20

Frame Section Property Data - GeneralFrame Section Property Data - General

Frame Section Material Section Shape Name or

Name Name Name in Properties File

SECBM STEEL50 Pipe

INCL STEEL50 Pipe

MAINMB STEEL50 Pipe

COLUMN STEEL50 Pipe


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ETABS


Page 3

Frame Section Property Data - DimensionsFrame Section Property Data - Dimensions

Frame Section Section Top Flange Top Flange Web Bot Flange Bot Flange

Name Depth Width Thickness Thickness Width Thickness

SECBM 38.1000 60.0000 0.0000 4.0000 60.0000 0.0000

INCL 76.2000 76.0000 0.0000 3.8000 76.0000 0.0000

MAINMB 63.5000 60.0000 0.0000 3.8000 60.0000 0.0000

COLUMN 203.2000 202.0000 0.0000 7.0000 202.0000 0.0000

Frame Section Property Data - Properties Part 1 of 2Frame Section Property Data - Properties Part 1 of 2

Frame Section Section Torsional Moment of Moment of Shear Area Shear Area

Name Area Constant Inertia I33 Inertia I22 A2 A3

SECBM 428.5132 126283.9225 63141.9613 63141.9613 250.2472 250.2472

INCL 864.3150 1135753.0875 567876.5437 567876.5437 466.6393 466.6393MAINMB 712.7017 637606.1120 318803.0560 318803.0560 390.4707 390.4707

COLUMN 4314.6634 41575491.99 20787745.996 20787745.996 2276.2396 2276.2396

Frame Section Property Data - Properties Part 2 of 2Frame Section Property Data - Properties Part 2 of 2

Frame Section Section Section Plastic Plastic Radius of Radius of

Name Modulus S33 Modulus S22 Modulus Z33 Modulus Z22 Gyration r33 Gyration r22

SECBM 3314.5386 3314.5386 4672.5733 4672.5733 12.1388 12.1388

INCL 14904.8962 14904.8962 19936.9787 19936.9787 25.6325 25.6325

MAINMB 10041.0411 10041.0411 13561.8327 13561.8327 21.1499 21.1499

COLUMN 204603.7992 204603.7992 269575.4133 269575.4133 69.4113 69.4113

Steel Column Design - Element Information Part 1 of 2Steel Column Design - Element Information Part 1 of 2

Story Column Section Frame RLLF L_Ratio L_Ratio

Level Line Name Type Factor Major Minor

2 C185 COLUMN OMF 1.000 1.000 1.000

1 C185 COLUMN OMF 1.000 0.974 0.974

2 C3-1 SECBM OMF 1.000 1.000 1.000

2 C9-1 SECBM OMF 1.000 0.937 0.937

2 C190 COLUMN OMF 1.000 1.000 1.000

1 C190 COLUMN OMF 1.000 0.974 0.974

2 C22-2 SECBM OMF 1.000 1.000 1.000

2 C24-2 SECBM OMF 1.000 0.937 0.937

2 C191 COLUMN OMF 1.000 1.000 1.000

1 C191 COLUMN OMF 1.000 0.974 0.974

2 C17-1 SECBM OMF 1.000 1.000 1.000

2 C13-1 SECBM OMF 1.000 0.937 0.937

2 C192 COLUMN OMF 1.000 1.000 1.000

1 C192 COLUMN OMF 1.000 0.974 0.974

2 C16-1 SECBM OMF 1.000 1.000 1.000

2 C18-1 SECBM OMF 1.000 0.937 0.937


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Steel Column Design - Element Information Part 2 of 2Steel Column Design - Element Information Part 2 of 2

Story Column Section Frame K KLevel Line Name Type Major Minor

2 C185 COLUMN OMF 5.000 5.000

1 C185 COLUMN OMF 2.287 2.324

2 C3-1 SECBM OMF 3.083 7.961

2 C9-1 SECBM OMF 2.150 4.297

2 C190 COLUMN OMF 5.000 5.000

1 C190 COLUMN OMF 2.287 2.320

2 C22-2 SECBM OMF 3.083 5.782

2 C24-2 SECBM OMF 2.150 3.322

2 C191 COLUMN OMF 5.000 5.000

1 C191 COLUMN OMF 2.287 2.320

2 C17-1 SECBM OMF 3.083 5.7822 C13-1 SECBM OMF 2.150 3.322

2 C192 COLUMN OMF 5.000 5.000

1 C192 COLUMN OMF 2.287 2.324

2 C16-1 SECBM OMF 3.083 7.961

2 C18-1 SECBM OMF 2.150 4.297

Steel Beam Design - Element Information Part 1 of 2Steel Beam Design - Element Information Part 1 of 2

Story Beam Section Frame RLLF L_Ratio L_Ratio

Level Bay Name Type Factor Major Minor

1 B603 MAINMB OMF 1.000 0.963 1.963

1 B604 MAINMB OMF 1.000 1.000 1.963

1 B638 MAINMB OMF 1.000 0.963 1.963

1 B639 MAINMB OMF 1.000 1.000 1.963

1 B650 MAINMB OMF 1.000 0.963 1.963

1 B651 MAINMB OMF 1.000 1.000 1.963

1 B657 MAINMB OMF 1.000 0.963 1.963

1 B658 MAINMB OMF 1.000 1.000 1.963

1 B673 SECBM OMF 1.000 5.000 5.000

1 B674 SECBM OMF 1.000 5.000 5.000

1 B675 SECBM OMF 1.000 5.000 5.000

1 B676 SECBM OMF 1.000 5.000 5.000

1 B677 SECBM OMF 1.000 5.000 5.000

1 B678 SECBM OMF 1.000 5.000 5.000

1 B679 SECBM OMF 1.000 5.000 5.000

1 B680 SECBM OMF 1.000 5.000 5.000

1 B681 SECBM OMF 1.000 5.000 5.000

1 B682 SECBM OMF 1.000 5.000 5.000

1 B683 SECBM OMF 1.000 5.000 5.000

1 B684 SECBM OMF 1.000 5.000 5.000

1 B685 SECBM OMF 1.000 5.000 5.000

1 B686 SECBM OMF 1.000 5.000 5.000

1 B687 SECBM OMF 1.000 5.000 5.000

1 B688 SECBM OMF 1.000 4.816 4.816


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ETABS


Page 5

Steel Beam Design - Element Information Part 1 of 2



1 B689 SECBM OMF 1.000 4.816 4.8161 B690 SECBM OMF 1.000 4.816 4.816

1 B691 SECBM OMF 1.000 4.816 4.816

1 B692 SECBM OMF 1.000 4.816 4.816

1 B693 SECBM OMF 1.000 4.816 4.816

1 B694 SECBM OMF 1.000 4.816 4.816

1 B695 SECBM OMF 1.000 4.816 4.816

1 B696 SECBM OMF 1.000 4.816 4.816

1 B697 SECBM OMF 1.000 4.816 4.816

1 B698 SECBM OMF 1.000 4.816 4.816

1 B699 SECBM OMF 1.000 4.816 4.816

1 B700 SECBM OMF 1.000 4.816 4.816


2 B703 SECBM OMF 1.000 4.945 4.945

2 B704 SECBM OMF 1.000 4.945 4.945

2 B705 SECBM OMF 1.000 4.945 4.945

2 B706 SECBM OMF 1.000 4.945 4.945

2 B707 SECBM OMF 1.000 4.945 4.945

2 B708 SECBM OMF 1.000 4.945 4.945

2 B709 SECBM OMF 1.000 4.945 4.945

2 B710 SECBM OMF 1.000 4.945 4.945

2 B711 SECBM OMF 1.000 4.945 4.945

2 B712 SECBM OMF 1.000 4.945 4.945

2 B713 SECBM OMF 1.000 4.945 4.945

2 B714 SECBM OMF 1.000 4.945 4.945

2 B715 SECBM OMF 1.000 4.945 4.945

2 B716 SECBM OMF 1.000 4.945 4.945

2 B717 SECBM OMF 1.000 4.945 4.945

2 B718 SECBM OMF 1.000 1.000 5.000

2 B719 SECBM OMF 1.000 1.000 5.000

2 B720 SECBM OMF 1.000 1.000 5.000

2 B721 SECBM OMF 1.000 1.000 5.000

2 B722 SECBM OMF 1.000 1.000 5.000

2 B723 SECBM OMF 1.000 1.000 5.000

2 B724 SECBM OMF 1.000 1.000 5.000

2 B725 SECBM OMF 1.000 1.000 5.000

2 B726 SECBM OMF 1.000 1.000 5.000

2 B727 SECBM OMF 1.000 1.000 5.000

2 B728 SECBM OMF 1.000 1.000 5.000

2 B729 SECBM OMF 1.000 1.000 5.000

2 B730 SECBM OMF 1.000 1.000 5.000

2 B731 SECBM OMF 1.000 1.000 5.000

2 B732 SECBM OMF 1.000 1.000 5.000

2 B733 SECBM OMF 1.000 1.000 5.000

2 B734 SECBM OMF 1.000 1.000 5.000

2 B735 SECBM OMF 1.000 1.000 5.000

2 B736 SECBM OMF 1.000 1.000 5.000


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ETABS


Page 6





2 B739 SECBM OMF 1.000 1.000 5.000

2 B740 SECBM OMF 1.000 1.000 5.000

2 B741 SECBM OMF 1.000 1.000 5.000

2 B742 SECBM OMF 1.000 1.000 5.000

2 B743 SECBM OMF 1.000 1.000 5.000

2 B744 SECBM OMF 1.000 1.000 5.000

2 B745 SECBM OMF 1.000 1.000 5.000

2 B746 SECBM OMF 1.000 1.000 5.000

2 B747 SECBM OMF 1.000 1.000 5.000

Steel Beam Design - Element Information Part 2 of 2Steel Beam Design - Element Information Part 2 of 2

Story Beam Section Frame K K

Level Bay Name Type Major Minor

1 B603 MAINMB OMF 1.000 1.000

1 B604 MAINMB OMF 1.000 1.000

1 B638 MAINMB OMF 1.000 1.000

1 B639 MAINMB OMF 1.000 1.000

1 B650 MAINMB OMF 1.000 1.000

1 B651 MAINMB OMF 1.000 1.000

1 B657 MAINMB OMF 1.000 1.000

1 B658 MAINMB OMF 1.000 1.000

1 B673 SECBM OMF 1.000 1.000

1 B674 SECBM OMF 1.000 1.000

1 B675 SECBM OMF 1.000 1.000

1 B676 SECBM OMF 1.000 1.000

1 B677 SECBM OMF 1.000 1.000

1 B678 SECBM OMF 1.000 1.000

1 B679 SECBM OMF 1.000 1.000

1 B680 SECBM OMF 1.000 1.000

1 B681 SECBM OMF 1.000 1.000

1 B682 SECBM OMF 1.000 1.000

1 B683 SECBM OMF 1.000 1.000

1 B684 SECBM OMF 1.000 1.000

1 B685 SECBM OMF 1.000 1.000

1 B686 SECBM OMF 1.000 1.000

1 B687 SECBM OMF 1.000 1.000

1 B688 SECBM OMF 1.000 1.000

1 B689 SECBM OMF 1.000 1.000

1 B690 SECBM OMF 1.000 1.000

1 B691 SECBM OMF 1.000 1.000

1 B692 SECBM OMF 1.000 1.000

1 B693 SECBM OMF 1.000 1.000

1 B694 SECBM OMF 1.000 1.000

1 B695 SECBM OMF 1.000 1.000


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ETABS


Page 7




1 B696 SECBM OMF 1.000 1.0001 B697 SECBM OMF 1.000 1.000

1 B698 SECBM OMF 1.000 1.000

1 B699 SECBM OMF 1.000 1.000

1 B700 SECBM OMF 1.000 1.000

1 B701 SECBM OMF 1.000 1.000

1 B702 SECBM OMF 1.000 1.000

2 B703 SECBM OMF 1.000 1.000

2 B704 SECBM OMF 1.000 1.000

2 B705 SECBM OMF 1.000 1.000

2 B706 SECBM OMF 1.000 1.000

2 B707 SECBM OMF 1.000 1.000


2 B710 SECBM OMF 1.000 1.000

2 B711 SECBM OMF 1.000 1.000

2 B712 SECBM OMF 1.000 1.000

2 B713 SECBM OMF 1.000 1.000

2 B714 SECBM OMF 1.000 1.000

2 B715 SECBM OMF 1.000 1.000

2 B716 SECBM OMF 1.000 1.000

2 B717 SECBM OMF 1.000 1.000

2 B718 SECBM OMF 1.000 1.000

2 B719 SECBM OMF 1.000 1.000

2 B720 SECBM OMF 1.000 1.000

2 B721 SECBM OMF 1.000 1.000

2 B722 SECBM OMF 1.000 1.000

2 B723 SECBM OMF 1.000 1.000

2 B724 SECBM OMF 1.000 1.000

2 B725 SECBM OMF 1.000 1.000

2 B726 SECBM OMF 1.000 1.000

2 B727 SECBM OMF 1.000 1.000

2 B728 SECBM OMF 1.000 1.000

2 B729 SECBM OMF 1.000 1.000

2 B730 SECBM OMF 1.000 1.000

2 B731 SECBM OMF 1.000 1.000

2 B732 SECBM OMF 1.000 1.000

2 B733 SECBM OMF 1.000 1.000

2 B734 SECBM OMF 1.000 1.000

2 B735 SECBM OMF 1.000 1.000

2 B736 SECBM OMF 1.000 1.000

2 B737 SECBM OMF 1.000 1.000

2 B738 SECBM OMF 1.000 1.000

2 B739 SECBM OMF 1.000 1.000

2 B740 SECBM OMF 1.000 1.000

2 B741 SECBM OMF 1.000 1.000

2 B742 SECBM OMF 1.000 1.000

2 B743 SECBM OMF 1.000 1.000


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Page 8





2 B746 SECBM OMF 1.000 1.000

2 B747 SECBM OMF 1.000 1.000

Steel Brace Design - Element Information Part 1 of 2Steel Brace Design - Element Information Part 1 of 2

Story Brace Section Frame RLLF L_Ratio L_Ratio


2 D1672 INCL OMF 1.000 1.000 1.000

2 D1673 MAINMB OMF 1.000 1.000 1.000

2 D1674 MAINMB OMF 1.000 1.000 2.9952 D1675 MAINMB OMF 1.000 1.000 1.000

2 D1676 MAINMB OMF 1.000 1.000 1.000

2 D1677 MAINMB OMF 1.000 1.000 2.995

2 D1678 MAINMB OMF 1.000 1.000 1.000

2 D1679 MAINMB OMF 1.000 1.000 1.000

2 D1680 MAINMB OMF 1.000 1.000 2.995

2 D1681 MAINMB OMF 1.000 1.000 1.000

2 D1682 MAINMB OMF 1.000 1.000 1.000

2 D1683 MAINMB OMF 1.000 1.000 2.995

2 D1684 MAINMB OMF 1.000 1.000 1.000

2 D1737 INCL OMF 1.000 1.000 1.000

2 D1738 MAINMB OMF 1.000 1.000 1.000

2 D1739 MAINMB OMF 1.000 1.000 2.995

2 D1740 MAINMB OMF 1.000 1.000 1.000

2 D1741 MAINMB OMF 1.000 1.000 1.000

2 D1742 MAINMB OMF 1.000 1.000 2.995

2 D1743 MAINMB OMF 1.000 1.000 1.000

2 D1744 MAINMB OMF 1.000 1.000 1.000

2 D1745 MAINMB OMF 1.000 1.000 2.995

2 D1746 MAINMB OMF 1.000 1.000 1.000

2 D1747 MAINMB OMF 1.000 1.000 1.000

2 D1748 MAINMB OMF 1.000 1.000 2.995

2 D1749 MAINMB OMF 1.000 1.000 1.000

2 D1750 INCL OMF 1.000 1.000 1.000

2 D1751 MAINMB OMF 1.000 1.000 1.000

2 D1752 MAINMB OMF 1.000 1.000 2.995

2 D1753 MAINMB OMF 1.000 1.000 1.000

2 D1754 MAINMB OMF 1.000 1.000 1.000

2 D1755 MAINMB OMF 1.000 1.000 2.995

2 D1756 MAINMB OMF 1.000 1.000 1.000

2 D1757 MAINMB OMF 1.000 1.000 1.000

2 D1758 MAINMB OMF 1.000 1.000 2.995

2 D1759 MAINMB OMF 1.000 1.000 1.000

2 D1760 MAINMB OMF 1.000 1.000 1.000

2 D1761 MAINMB OMF 1.000 1.000 2.995


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Page 9

Steel Brace Design - Element Information Part 1 of 2

Story Brace Section Frame RLLF L_Ratio L_Ratio


2 D1762 MAINMB OMF 1.000 1.000 1.0002 D1763 INCL OMF 1.000 1.000 1.000

2 D1764 MAINMB OMF 1.000 1.000 1.000

2 D1765 MAINMB OMF 1.000 1.000 2.995

2 D1766 MAINMB OMF 1.000 1.000 1.000

2 D1767 MAINMB OMF 1.000 1.000 1.000

2 D1768 MAINMB OMF 1.000 1.000 2.995

2 D1769 MAINMB OMF 1.000 1.000 1.000

2 D1770 MAINMB OMF 1.000 1.000 1.000

2 D1771 MAINMB OMF 1.000 1.000 2.995

2 D1772 MAINMB OMF 1.000 1.000 1.000

2 D1773 MAINMB OMF 1.000 1.000 1.000

2 D1774 MAINMB OMF 1.000 1.000 2.9952 D1775 MAINMB OMF 1.000 1.000 1.000

Steel Brace Design - Element Information Part 2 of 2Steel Brace Design - Element Information Part 2 of 2

Story Brace Section Frame K K


2 D1672 INCL OMF 1.000 1.000

2 D1673 MAINMB OMF 1.000 1.000

2 D1674 MAINMB OMF 1.000 1.000

2 D1675 MAINMB OMF 1.000 1.000

2 D1676 MAINMB OMF 1.000 1.000

2 D1677 MAINMB OMF 1.000 1.000

2 D1678 MAINMB OMF 1.000 1.000

2 D1679 MAINMB OMF 1.000 1.000

2 D1680 MAINMB OMF 1.000 1.000

2 D1681 MAINMB OMF 1.000 1.000

2 D1682 MAINMB OMF 1.000 1.000

2 D1683 MAINMB OMF 1.000 1.000

2 D1684 MAINMB OMF 1.000 1.000

2 D1737 INCL OMF 1.000 1.000

2 D1738 MAINMB OMF 1.000 1.000

2 D1739 MAINMB OMF 1.000 1.000

2 D1740 MAINMB OMF 1.000 1.000

2 D1741 MAINMB OMF 1.000 1.000

2 D1742 MAINMB OMF 1.000 1.000

2 D1743 MAINMB OMF 1.000 1.000

2 D1744 MAINMB OMF 1.000 1.000

2 D1745 MAINMB OMF 1.000 1.000

2 D1746 MAINMB OMF 1.000 1.000

2 D1747 MAINMB OMF 1.000 1.000

2 D1748 MAINMB OMF 1.000 1.000

2 D1749 MAINMB OMF 1.000 1.000

2 D1750 INCL OMF 1.000 1.000

2 D1751 MAINMB OMF 1.000 1.000


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Page 10

Steel Brace Design - Element Information Part 2 of 2

Story Brace Section Frame K K


2 D1752 MAINMB OMF 1.000 1.0002 D1753 MAINMB OMF 1.000 1.000

2 D1754 MAINMB OMF 1.000 1.000

2 D1755 MAINMB OMF 1.000 1.000

2 D1756 MAINMB OMF 1.000 1.000

2 D1757 MAINMB OMF 1.000 1.000

2 D1758 MAINMB OMF 1.000 1.000

2 D1759 MAINMB OMF 1.000 1.000

2 D1760 MAINMB OMF 1.000 1.000

2 D1761 MAINMB OMF 1.000 1.000

2 D1762 MAINMB OMF 1.000 1.000

2 D1763 INCL OMF 1.000 1.000

2 D1764 MAINMB OMF 1.000 1.0002 D1765 MAINMB OMF 1.000 1.000

2 D1766 MAINMB OMF 1.000 1.000

2 D1767 MAINMB OMF 1.000 1.000

2 D1768 MAINMB OMF 1.000 1.000

2 D1769 MAINMB OMF 1.000 1.000

2 D1770 MAINMB OMF 1.000 1.000

2 D1771 MAINMB OMF 1.000 1.000

2 D1772 MAINMB OMF 1.000 1.000

2 D1773 MAINMB OMF 1.000 1.000

2 D1774 MAINMB OMF 1.000 1.000

2 D1775 MAINMB OMF 1.000 1.000


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Page 11

Steel Column Design - Capacity Check OutputSteel Column Design - Capacity Check Output

Story Column Section Moment Interaction Check Shear22 Shear33

Level Line Name Ratio = AXL + B33 + B22 Ratio Ratio

2 C185 COLUMN 0.220 = 0.007 + 0.214 + 0.005 0.021 0.000

1 C185 COLUMN 0.229 = 0.005 + 0.224 + 0.011 0.000 0.003

2 C3-1 SECBM 0.917 = 0.010 + 0.860 + 0.288 0.208 0.001

2 C9-1 SECBM 0.360 = 0.001 + 0.146 + 0.328 0.021 0.014

2 C190 COLUMN 0.402 = 0.010 + 0.392 + 0.000 0.038 0.000

1 C190 COLUMN 0.412 = 0.008 + 0.404 + 0.001 0.000 0.000

2 C22-2 SECBM 1.596 = 0.020 + 1.577 + 0.008 0.382 0.000

2 C24-2 SECBM 0.332 = 0.001 + 0.330 + 0.011 0.038 0.001

2 C191 COLUMN 0.402 = 0.010 + 0.392 + 0.000 0.038 0.000

1 C191 COLUMN 0.412 = 0.008 + 0.404 + 0.001 0.000 0.000

2 C17-1 SECBM 1.596 = 0.020 + 1.577 + 0.008 0.382 0.000

2 C13-1 SECBM 0.332 = 0.001 + 0.330 + 0.011 0.038 0.0012 C192 COLUMN 0.220 = 0.007 + 0.214 + 0.005 0.021 0.000

1 C192 COLUMN 0.229 = 0.005 + 0.224 + 0.011 0.000 0.003

2 C16-1 SECBM 0.917 = 0.010 + 0.860 + 0.288 0.208 0.001

2 C18-1 SECBM 0.360 = 0.001 + 0.146 + 0.328 0.021 0.014

Steel Beam Design - Capacity Check OutputSteel Beam Design - Capacity Check Output

Story Beam Section Moment Interaction Check Shear22 Shear33

Level Bay Name Ratio = AXL + B33 + B22 Ratio Ratio

1 B603 MAINMB 0.209 = 0.044 + 0.089 + 0.140 0.004 0.006

1 B604 MAINMB 0.154 = 0.023 + 0.051 + 0.121 0.006 0.0021 B638 MAINMB 0.223 = 0.068 + 0.155 + 0.008 0.006 0.000

1 B639 MAINMB 0.250 = 0.030 + 0.221 + 0.003 0.009 0.000

1 B650 MAINMB 0.223 = 0.068 + 0.155 + 0.008 0.006 0.000

1 B651 MAINMB 0.250 = 0.030 + 0.221 + 0.003 0.009 0.000

1 B657 MAINMB 0.209 = 0.044 + 0.089 + 0.140 0.004 0.006

1 B658 MAINMB 0.154 = 0.023 + 0.051 + 0.121 0.006 0.002

1 B673 SECBM 0.269 = 0.003 + 0.266 + 0.005 0.012 0.003

1 B674 SECBM 0.239 = 0.003 + 0.223 + 0.079 0.006 0.001

1 B675 SECBM 0.239 = 0.003 + 0.223 + 0.079 0.001 0.001

1 B676 SECBM 0.220 = 0.003 + 0.212 + 0.052 0.007 0.002

1 B677 SECBM 0.356 = 0.003 + 0.323 + 0.142 0.013 0.004

1 B678 SECBM 0.365 = 0.003 + 0.350 + 0.095 0.012 0.003

1 B679 SECBM 0.171 = 0.003 + 0.162 + 0.044 0.007 0.002

1 B680 SECBM 0.177 = 0.003 + 0.169 + 0.044 0.001 0.000

1 B681 SECBM 0.171 = 0.003 + 0.162 + 0.044 0.007 0.002

1 B682 SECBM 0.365 = 0.003 + 0.350 + 0.095 0.012 0.003

1 B683 SECBM 0.356 = 0.003 + 0.323 + 0.142 0.013 0.004

1 B684 SECBM 0.220 = 0.003 + 0.212 + 0.052 0.007 0.002

1 B685 SECBM 0.239 = 0.003 + 0.223 + 0.079 0.001 0.001

1 B686 SECBM 0.239 = 0.003 + 0.223 + 0.079 0.006 0.001

1 B687 SECBM 0.269 = 0.003 + 0.266 + 0.005 0.012 0.003

1 B688 SECBM 0.394 = 0.068 + 0.311 + 0.098 0.012 0.003

1 B689 SECBM 0.241 = 0.068 + 0.167 + 0.044 0.007 0.002


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Page 12

Steel Beam Design - Capacity Check Output

Story Beam Section Moment Interaction Check Shear22 Shear33


1 B690 SECBM 0.248 = 0.068 + 0.173 + 0.048 0.001 0.0001 B691 SECBM 0.242 = 0.068 + 0.166 + 0.050 0.007 0.001

1 B692 SECBM 0.389 = 0.068 + 0.314 + 0.069 0.012 0.003

1 B693 SECBM 0.390 = 0.067 + 0.313 + 0.084 0.012 0.003

1 B694 SECBM 0.239 = 0.067 + 0.166 + 0.046 0.007 0.002

1 B695 SECBM 0.245 = 0.067 + 0.172 + 0.046 0.001 0.000

1 B696 SECBM 0.239 = 0.067 + 0.166 + 0.046 0.007 0.002

1 B697 SECBM 0.390 = 0.067 + 0.313 + 0.084 0.012 0.003

1 B698 SECBM 0.389 = 0.068 + 0.314 + 0.069 0.012 0.003

1 B699 SECBM 0.242 = 0.068 + 0.166 + 0.050 0.007 0.001

1 B700 SECBM 0.248 = 0.068 + 0.173 + 0.048 0.001 0.000

1 B701 SECBM 0.241 = 0.068 + 0.167 + 0.044 0.007 0.002

1 B702 SECBM 0.394 = 0.068 + 0.311 + 0.098 0.012 0.0032 B703 SECBM 0.498 = 0.069 + 0.428 + 0.027 0.019 0.000

2 B704 SECBM 0.445 = 0.069 + 0.376 + 0.005 0.010 0.000

2 B705 SECBM 0.445 = 0.069 + 0.376 + 0.005 0.002 0.000

2 B706 SECBM 0.404 = 0.069 + 0.336 + 0.006 0.012 0.000

2 B707 SECBM 0.698 = 0.069 + 0.629 + 0.028 0.022 0.000

2 B708 SECBM 0.662 = 0.066 + 0.596 + 0.000 0.021 0.000

2 B709 SECBM 0.354 = 0.066 + 0.289 + 0.000 0.011 0.000

2 B710 SECBM 0.361 = 0.066 + 0.295 + 0.000 0.001 0.000

2 B711 SECBM 0.354 = 0.066 + 0.289 + 0.000 0.011 0.000

2 B712 SECBM 0.662 = 0.066 + 0.596 + 0.000 0.021 0.000

2 B713 SECBM 0.698 = 0.069 + 0.629 + 0.028 0.022 0.000

2 B714 SECBM 0.404 = 0.069 + 0.336 + 0.006 0.012 0.000

2 B715 SECBM 0.445 = 0.069 + 0.376 + 0.005 0.002 0.000

2 B716 SECBM 0.445 = 0.069 + 0.376 + 0.005 0.010 0.000

2 B717 SECBM 0.498 = 0.069 + 0.428 + 0.027 0.019 0.000

2 B718 SECBM 0.497 = 0.030 + 0.458 + 0.095 0.019 0.003

2 B719 SECBM 0.389 = 0.030 + 0.354 + 0.061 0.010 0.002

2 B720 SECBM 0.389 = 0.030 + 0.354 + 0.061 0.002 0.000

2 B721 SECBM 0.353 = 0.030 + 0.317 + 0.061 0.012 0.002

2 B722 SECBM 0.678 = 0.030 + 0.642 + 0.092 0.022 0.003

2 B723 SECBM 0.640 = 0.030 + 0.601 + 0.104 0.020 0.003

2 B724 SECBM 0.319 = 0.030 + 0.284 + 0.050 0.011 0.002

2 B725 SECBM 0.325 = 0.030 + 0.291 + 0.050 0.001 0.000

2 B726 SECBM 0.319 = 0.030 + 0.284 + 0.050 0.011 0.002

2 B727 SECBM 0.640 = 0.030 + 0.601 + 0.104 0.020 0.003

2 B728 SECBM 0.678 = 0.030 + 0.642 + 0.092 0.022 0.003

2 B729 SECBM 0.353 = 0.030 + 0.317 + 0.061 0.012 0.002

2 B730 SECBM 0.389 = 0.030 + 0.354 + 0.061 0.002 0.000

2 B731 SECBM 0.389 = 0.030 + 0.354 + 0.061 0.010 0.002

2 B732 SECBM 0.497 = 0.030 + 0.458 + 0.095 0.019 0.003

2 B733 SECBM 0.510 = 0.078 + 0.432 + 0.019 0.019 0.003

2 B734 SECBM 0.465 = 0.078 + 0.378 + 0.081 0.009 0.001

2 B735 SECBM 0.465 = 0.078 + 0.378 + 0.081 0.002 0.001

2 B736 SECBM 0.422 = 0.078 + 0.340 + 0.054 0.012 0.003

2 B737 SECBM 0.718 = 0.078 + 0.621 + 0.155 0.022 0.004


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ETABS


Page 14

Steel Brace Design - Capacity Check Output

Story Brace Section Moment Interaction Check Shear22 Shear33


2 D1756 MAINMB 0.150 = 0.033 + 0.116 + 0.009 0.016 0.0002 D1757 MAINMB 0.084 = 0.037 + 0.047 + 0.004 0.007 0.001

2 D1758 MAINMB 0.094 = 0.047 + 0.047 + 0.004 0.004 0.001

2 D1759 MAINMB 0.130 = 0.037 + 0.092 + 0.012 0.015 0.001

2 D1760 MAINMB 0.124 = 0.037 + 0.087 + 0.003 0.002 0.001

2 D1761 MAINMB 0.212 = 0.047 + 0.165 + 0.008 0.011 0.001

2 D1762 MAINMB 0.363 = 0.037 + 0.325 + 0.013 0.022 0.001

2 D1763 INCL 0.103 = 0.037 + 0.066 + 0.003 0.004 0.000

2 D1764 MAINMB 0.099 = 0.017 + 0.073 + 0.038 0.004 0.004

2 D1765 MAINMB 0.106 = 0.022 + 0.063 + 0.055 0.002 0.004

2 D1766 MAINMB 0.092 = 0.017 + 0.018 + 0.073 0.006 0.004

2 D1767 MAINMB 0.089 = 0.017 + 0.022 + 0.068 0.002 0.001

2 D1768 MAINMB 0.092 = 0.022 + 0.003 + 0.070 0.004 0.0012 D1769 MAINMB 0.113 = 0.017 + 0.062 + 0.073 0.008 0.001

2 D1770 MAINMB 0.118 = 0.019 + 0.022 + 0.096 0.004 0.001

2 D1771 MAINMB 0.128 = 0.024 + 0.012 + 0.103 0.002 0.001

2 D1772 MAINMB 0.134 = 0.019 + 0.038 + 0.109 0.007 0.001

2 D1773 MAINMB 0.161 = 0.019 + 0.043 + 0.135 0.002 0.008

2 D1774 MAINMB 0.121 = 0.024 + 0.093 + 0.025 0.006 0.008

2 D1775 MAINMB 0.200 = 0.019 + 0.179 + 0.027 0.012 0.008


56/65SAFE v8.1.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 14:19 - Scale: Fit to PageStructural Layer Plan View - KN-cm Units

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58/65SAFE v8.1.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 14:20 - Scale: Fit to PagePoint Loading (W0) - KN-cm Units

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13.2 15.4 17.6 19.8 22.0 24.2 26.4 28.6 30.8

SAFE v8.1.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 14:21 - Scale: Fit to PageSoil Pressure Diagram - (DEAD) - KN-m Units

SAFE


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11.9 13.6 15.3 17.0 18.7 20.4 22.1 23.8 25.5

SAFE v8.1.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 14:22 - Scale: Fit to PageSoil Pressure Diagram - (WORKING) - KN-m Units

SAFE


62/65SAFE v8.1.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 14:22 - Scale: Fit to PageBottom X-Strip Reinforcement (Sq-cm) - KN-cm Units

SAFE


63/65SAFE v8.1.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 14:23 - Scale: Fit to PageTop X-Strip Reinforcement (Sq-cm) - KN-cm Units

SAFE


64/65SAFE v8.1.1 - File: job (11) car park (162 wind speed) (3 bays) (bigger sections) (final) - June 18,2011 14:23 - Scale: Fit to PageBottom Y-Strip Reinforcement (Sq-cm) - KN-cm Units

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SAFE

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