Web icon An illustration of a computer application window Wayback Machine Texts icon An illustration of an open book. Books Video icon An illustration of two cells of a film strip. Video Audio icon An illustration of an audio speaker.
Audio Software icon An illustration of a 3. Software Images icon An illustration of two photographs. Images Donate icon An illustration of a heart shape Donate Ellipses icon An illustration of text ellipses. FORUM 0. Media Type Media Type. Year Year. Collection Collection. Creator Creator. Language Language. The key to the world is sent to Townsville , and The Mayor has the responsibility of keeping watch of it. However, he misplaces it, and all the villains of Townsville break free from prison to search for the key, each one of them wanting to obtain it and rule the world, especially Mojo Jojo.
The Powerpuff Girls must find the key and return it to The Mayor, before the villains get to it. Topic: The Powerpuff Girls. This video contains three cartoon female videos in one, all taken from the original "Powerpuff Girls" series. The scenes here were taken from the original animated series and NOT from any fan works.
Topic: The Powerpuff GIrls. The city of Townsville is under attack from Mojo Jojo! The maniacal monkey is dropping bombs from his helicopter onto the buildings and streets below. Take to the sky with Blossom, Bubbles and Buttercup and help ground that soaring simian for good.
The city of Townsville Here's a compilation of moments from three episodes of the original "Powerpuff Girls" series, in which Blossom, Bubbles, and Buttercup were killed in battle, but got revived by the love of the people of Townsville. This was one of my most-viewed videos on my YouTube channel prior to its termination, so I bet this re-upload here is highly anticipated.
Based on the previous upload an ABC college football intro ; the date is apparently September 22, No intro. Notice the condition of the prints is much poorer compared to the Looney Tunes broadcasts WGNT carried around the same time.
The Million Dollar Cat ; rare short where either character talks TwinBee Japan. League Japan. Golf Boys Japan. Chuuka Taisen Japan. League Greatest Eleven Japan. Notes: plate may be butt-welded with a weld joint suitable for complete 1. The gasket regarded as a segment of the annular plate and shall be the same material shall meet service requirements based on product stored, width as the annular plate.
When the difference between the thickness of the annular ring and 5. This weld is not required if the earth is stabilized with portland cement 3. When Method B, C, or D is used, before the bottom plate is at a ratio of not more than or if the earth fill is replaced with con- attached to the bottom reinforcing plate, a a sand cushion shall be crete for a lateral distance and depth of at least mm 12 in.
When Method A is used, before the bottom plate is attached to the earth fill and sand cushion shall be thoroughly compacted, and c bottom reinforcing plate, a a sand cushion shall be placed flush with grout shall be placed under the reinforcing plate if needed to the top of the bottom reinforcing plate, and b the earth fill and sand ensure a firm bearing.
In US Customary units: b. The thickness of the shell plate, td, for the flush-connec- 00 tion assembly shall be at least as thick as the adjacent shell 2 plate, t, in the lowest shell course.
The thickness of the shell reinforcing plate shall be the 14, same as the thickness of the shell plate in the flush-connec- tion assembly. L plate, in.
The width of the tank-bottom reinforcing plate at the cen- terline of the opening shall be mm 10 in. The thickness of the g. External loads applied to the equation see 3. C Centerline of connection.
Bottom transition. Figure —Flush-Type Shell Connection. Figure —Flush-Type Shell Connection continued. The plate material.
Addi- 3. Reinforcing plate Bottom. Inside diameter of shell. Notch to suit bottom reinforcing plate Inside of shell at Inside of shell at. These include items such as alignment ment of connected piping to minimize thrusts and moments 03 clips, fitting equipment, stabilizers, and lifting lungs.
Allowance shall be made for the rotation of the shell connection caused by the restraint of 3. Permanent attachments may be welded directly to the shell the connection. The edge of any permanent attachment welds shall be reinforcing plate and the remaining bottom plate under the tank at least 75 mm 3 in.
Different methods of supporting the bottom reinforcing and at least mm 6 in. Permanent attachment welds may cross shell horizontal or vertical butt welds provid- 3.
Additionally, any splice weld in the permanent shall not be less than 1. The width of each opening, b, shall the shell weld by acceptable modifications to the attachment. The welding and inspection of permanent attachments to size.
Adjacent shell flush-type connections that do not share a these shell courses shall conform to 5. Temporary attachments to shell courses shall preferably be made prior to welding of the shell joints. Weld spacing for 3. The magnetic particle examination shall be performed Connections to the tank bottom are permitted subject to agree- on the root pass, on every The details of shell connections specified in this standard.
Requirements for openings 3. Permanent attachments are items welded to the shell that will remain while the tank is in its intended service. These 3. The reinforcement added to an opening may be a reinforcing plate 03 such as heating coils and other piping supports, ladders, float- or an increased thickness of the cover plate, but in either case, ing roof supports welded to the shell, exterior piping the reinforcement shall provide an added reinforcing area no supports, grounding clips, insulation rings, and electrical con- less than the cutout area of the opening in the cover plate.
Items installed above the maximum liquid A cover plate with a nozzle attachment for product-mixing level of the tank are not permanent attachments. Temporary attachments are items welded to the shell that than the thickness required by Table The added thickness will be removed prior to the tank being commissioned into its or pad plate for replacement of the opening cutout in the.
The designed by an engineer experienced in tank design in accor- mixer-nozzle attachment to the cover plate shall be a full-pen- dance with this standard. Hinged covers prescribed in Figure etration weld. The manhole bolting-flange thickness shall not may not be used on roofs designed to contain internal be less than 1.
Flanged covers prescribed in Figure may not 3. Reinforced openings in the cover the roof plates. This section applies only to fixed steel roofs. The scaffold-cable support shall conform to Figure If work is expected to be carried on through the man- The threads shall conform to the requirements of ASME hole opening while the tank is in use, the roof structure B1. Plate-ring flanges 3. The stiffening rings shall be located at or near the top 3.
This design for wind girders applies to floating-roof tanks covered in Appendix C. The top angle and the wind girders 3. If work is 3. The outer 3. In addition to other expected design loads, consider a kg lb person 3. The minimum nominal thickness of ings and how removed covers will be handled without dam- plate for use in formed or built-up stiffening rings shall be 6 age adequate rigidity.
Alternative Flange Detail 75 mm 3" mm 1 16 6" 1. Alternative Neck-to- Roof-Plate Joint. Roof plate ID DP. Figure —Roof Manholes See Table Table —Dimensions for Roof Manholes [mm in. ID and D shall be adjusted accordingly. Grind flush. Section A-A, Typical 75 mm 3" typical. B B mm Except for handles, cover 6' max plate not shown. See Note 4. Weld size shall be the smaller of the plate thicknesses being joined.
Cover may be either parallel to roof or horizontal. Opening may be oriented as desired. Round outside corners with 75 mm. Provide 2 lock tabs for openings larger than mm 3'. Note 1 Roof plate. Reinforcement, when required, shall be as shown in Figure Not for use on roofs designed to contain internal pressure.
Note: When the roof nozzle is used for venting, the neck shall be trimmed flush with the roofline. Stiffening rings may also cross vertical tank board provided above the maximum filling seam welds with the use of coping rat hole of the stiffening height as a guide for a floating roof.
Where the coping method is used, the required section modulus of the stiffening ring and In US Customary units: weld spacing must be maintained. If specified by the purchaser, other wind velocities may be used a walkway.
If the design wind velocity has not been 3. For tank dimension of the horizontal leg or web exceeds 16 times the diameters over 60 m ft , the section modulus required by the leg or web thickness. The supports shall be spaced at the equation may be reduced by agreement between the purchaser and intervals required for the dead load and vertical live load; the manufacturer, but the modulus may not be less than that required for a tank diameter of 60 m ft. The other sides of the opening shall also be stiffened with an angle or a bar, the where wide side of which is placed in a vertical plane.
The end stiffening mem- Note: This formula is intended to cover tanks with either open tops bers shall frame into the side stiffening members, and the end or closed tops and is based on the following factors for the back- and side stiffening members shall be connected to ensure that ground for the factors given in this note, see R. The velocity away from the opening may be provided. A total of 1.
H1 may be modified for other wind t 3 velocities, as specified by the purchaser, by multiplying the. Axis always vertical Axis always See note vertical. Roof plate Roof plate DR Pipe coupling.
DP DP. Note: See 3. When the roof nozzle is used for venting, the connection shall be trimmed flush with the 03 roofline. All parts shall be made of metal. The minimum width of the floor level shall be mm 24 in. The minimum width of the stairs shall be mm 24 in.
Flooring shall be made of grating or nonslip material. The maximum anglea of the stairway with a horizontal line shall 4. The height of the top railing above the floor shall be mm be 50 degrees. The minimum width of the stair treads shall be mm 8 in. The minimum height of the toeboard shall be 75 mm 3 in. Rises shall be uniform throughout the 7. The height of the midrail shall be approximately one-half the height of the stairway.
Treads shall be made of grating or nonslip material. The maximum distance between railing posts shall be mm 96 in. The top railing shall join the platform handrail without offset, and the height measured vertically from tread level at the nose 9. The completed structure shall be capable of supporting a mov- of the tread shall be to mm 30 to 34 in.
The maximum distance between railing posts, measured along lbf applied in any direction at any point on the top rail.
Handrails shall be on both sides of the platform but shall be dis- 8. The completed structure shall be capable of supporting a mov- continued where necessary for access. At handrail openings, any space wider than mm 6 in. A tank runway that extends from one part of a tank to any part 9. Handrails shall be on both sides of straight stairs; handrails shall of an adjacent tank, to the ground, or to another structure shall also be on both sides of circular stairs when the clearance be supported so that free relative movement of the structures between the tank shell and the stair stringer exceeds mm 8 joined by the runway is permitted.
This may be accomplished in. Circumferential stairways should be completely supported on other tank. This method permits either tank to settle or be dis- the shell of the tank, and the ends of the stringers should be rupted by an explosion without the other tank being endangered.
It is man- aIt is recommended that the same angle be employed for all stair- datory in some states. Figure —Drawoff Sump See Table The wind pressure being uniform over the theoretical buckling of the top shell course, mm in. The modified U. Model Basin formula for the critical uniform width is being calculated, mm in.
Add the transposed widths of the courses. Other factors specified by the purchaser. When other factors are transposed widths of the courses will give the height of the specified by the purchaser that are greater than the factors in items a— transformed shell. H1, has been determined, the height of the transformed shell 3.
The location of the girder on a. With the following equation, change the actual width of the actual shell should be at the same course and same rela- each shell course into a transposed width of each shell course tive position as the location of the girder on the transformed having the top shell thickness: shell, using the thickness relationship above. When the preliminary location of a girder is within mm 6 in.
If specified by the purchaser, other wind velocities may be or without columns. A self-supporting cone roof is a roof formed to approxi- equals the wind velocity in mph. A self-supporting dome roof is a roof formed to approxi- 3. A self-supporting umbrella roof is a modified dome roof the mid-height of the transformed shell, transposed to the formed so that any horizontal section is a regular polygon height of the actual shell, may be substituted for H1 in the cal- with as many sides as there are roof plates that is supported culation for the minimum section modulus if the girder is only at its periphery.
Thicker roof plates may be required for self-supporting roofs see 3. In US Customary units: 3. For 3. If an 3. When a purchaser specifies a tank with a ener need be provided. The tank shall be The slope of the roof at the top angle attachment does not not be considered as limiting the type of roof permitted by 3.
Ongoing API research evaluating the a. A supported cone roof is a roof formed to approximately relative strength of the shell-to-bottom and roof-to-shell joints may 03 the surface of a right cone that is supported principally either permit extending the minimum diameter below The roof-to-top angle compression ring limited to details a — d in Figure F The top angle may be smaller than that required by t ;; t 3.
Detail b f. All members in the region of the roof-to-shell junction, Detail a ;; including insulation rings considered as contributing to the ;; cross-sectional area A.
The cross sectional area A of the roof-to-shell junction is ;; ;; less than the limit shown below:. With the approval of the purchaser, ;; the roof need not comply with 3. The manufacturer shall provide a roof designed and ;; ;; constructed to be as safe as otherwise provided for in this ;; standard.
Table —Section Moduli [cm3 in. C A D B Up bmin bmin. WWE 2k18 Torrent Download. Table of Contents. Download Repack by Codex. Download Repack by Fitgirl. Being able to select the monster you want to fight with is O. Sideview fight scenes are too predictable with not enough surprise. The graphics in Godzilla are detailed, but the animation of the main characters could have been more defined.
The game play is similar to chess, with side action scenes in between the strategy moves. More could have been done with the theme, but monster fans should enjoy the all-star cast. Godzilla started with a very unique idea but didn't fully realize its potential.
The side-scrolling action scenes get repetitive, with a limited number of enemies attacking. The inability of Godzilla and Mothra's to turn around is also annoying. Some of the graphics are cool, but not much else. Since he first stormed onto movie screens in , Godzilla has cut an impressive figure. Whatever else may be said about the Big Lizard, he's certainly hard to ignore. If you've felt that a star of his, um, proportions deserves his own Nintendo game, your wish has been granted.
Make way for Godzilla, Monster of Monsters. The title requires a bit of explanation. True, he's definitely a monster could you mistake him for anything else? Together they've been enlisted by Earth's leaders to rid the universe of a variety pack of invading space monsters. The ensuing battles are fought on eight different planets. The game begins by displaying a map of connected hexagons, each representing a battle zone.
Here's where you determine your plan of attack against the enemy base. After you've advanced Godzilla or Mothra you can use either to a new hexagon, the screen changes to show the zone you've picked. Now it's time for Godzilla to fight for the right to call himself the King of the Monsters. Rest assured that his opponents are no bunch of wimps, either.
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