Loading frame

Frame Loads. The window frame must develop the static design strength of the glass pane, r, given in Table II. Otherwise, the design is inconsistent with f rame assumptions, and the peak blast pressure capacity of the window assemblies will produce a failure rate in excess of the prescribed failure rate. This results... 

Rear wall loading is normally used only to determine the net overall frame loading. Because the rear wall load is opposite in direction to the front wall load, its inclusion tends to reduce the overall lateral blast force. Rear wall effects are many... 

Metal panels and girts along the long sides will load the main frames of the building, Loads on the back wall will be ignored to maximize Sidesway. Reactions form these members will be transferred to the frame. Loads on the side walls will be resisted by braced frames in the end bays. 

Measurement of the total press frame loading required to make the same part. 

Also, the press frame loading was more consistent for the press mounted on isolators. The reduction of 11.1 tons occurred because of the more uniform support given by the isolators and their greater vibration control effectiveness. All of the above helped reduce press downtime and maintenance costs, and they increased productivity. 

Another nonregenerative drying appHcation for molecular sieves is their use as an adsorbent for water and solvent in dual-pane insulated glass windows. The molecular sieve is loaded into the spacer frame used to separate the panes. Once the window has been sealed, low hydrocarbon and water dew points are maintained within the enclosed space for the lifetime of the unit. Consequently, no condensation or fogging occurs within this space to cloud the window. 

Frame-Mounted. For medium and severe appHcations, when nozzle loads and thermal transients tend to impose high stresses and internal deflections inside the pump, frame-mounted designs are used. Typically, these designs use conventional impellers, but recessed impeller designs are also available (Fig. 5). 

The section illustrated in Figs. 15.24 and 15.25 was removed from the door frame that supports the side-loading door to the furnace (Fig. 15.26). Failures of this type had been a chronic problem in the door frame area. The section had been fabricated by welding together three steel plates of to % in. (1.3 to 1.9 cm) thickness. 

Note If the manufacturer can ascertain that a 100 h.p. frame has a reserve capacity such that at full load the temperature rise will not go beyond 60°C, the derating as calculated below will not be necessary. 

Frame size Poles Load distance 1 (mm) Maximum allowable load ... 

Load-bearing members and frame Two to three mm (14, 12 or 10 SWG) depending upon the size of structure and weight of the components to be mounted. 

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