The first things I would check, Is It clean? Take the fore arm off and inside the barrel ring make sure that is clean. next make sure under the mechanism that slide on the magazine tube is clean pull back the bolt and wipe the mag tube good. then lightly coat with Rem oil or I like to use G 96. wipe off ecxess. Make sure you replace rings properly using the schematic for 2 3/4 loads and make sure you have a good o ring. I would make sure you use a remington 1100 o ring and not a hardware store bought one. one last thing to check is the little catch on the bolt in front of the lever you pull the bolt back with and see if you notice anything wrong with it. Chipped broke ect.. Good Luck - Tom
a engine will ping when the gasoline fires premature in the combustion chamber due to poor quality gas or excessive loads, (towing, hauling loads) or engine overheating causing excessive combustion tempatures. also check the EGR (exhaust gas recirculation) system for proper function, it is designed to lower combustion chamber temps and may be the cause.
The gun is not designed to function with low-dram field loads, "skeet loads" or "trap loads." The barrel only has one gas port, and these lower-power loads simply do not generate enough gas pressure to reliably operate the action. If the gun is perfectly maintained, clean, correctly lubricated and with new piston, seal and ring it will probably function well with any loads for a while but as soon as it gets dirty or builds up scale in the gas port it will begin to malfunction with anything less than full-power shells. firstname.lastname@example.org
According to Browning: "Silver 12 gauge, 3" chamber models will shoot all 1 oz. and heavier factory lead and steel 12 gauge 2¾" and 3" field loads. Silver 3½" chamber models will shoot all 11/8 oz. and heavier factory lead and steel 12 gauge 2¾", 3" and 3½" field loads." I would find it hard to believe that a 12 ga 3 in chamber shotgun could only handle 1 oz loads. Re-check your manual. Everything they have online reads 1 oz. and heavier.
I'm not certain what you mean, "how do you use a boltaction", but I'll go with it anyway. Bolt action, simply refers to the mechanism that ejects the old shell and loads a new shell into the chamber. The bolt action is a kind of handle on top of the gun, and when you want to load a shell, and this is assuming it has the capacity for more than one shell, you raise the handle up, and pull it back;this will eject a spent shell if you've already fired it; then push the bolt forward, which loads a new shell. If it's a single shell capacity, or single shot, you'll have to follow the above instructions, but load the shell in manually after you've opened the chamber by pulling back the bolt. Clear as mud.
One of the causes is that shooters shoot heavy loads when the friction ring and collar are set for lighter loads. This puts heavier pressure on the receiver when fired; It also increases felt recoil. It can't be completely avoided. Over time with enough shooting they will crack. Be sure the rings are set for Heavy loads or light loads depending. When set for the heavy loads, a lighter load won't eject, but a heavy load will when set for a light load ( the beveled collar is up against the receiver)
Buildings tend to be designed to support vertical loads such as their own self weight and their contents. They are also designed to resist lateral loads such as wind loading but this tends to be much smaller than the vertical loading. Earthquakes cause much higher lateral loads as they cause the building to sway more than would normally be expected. If the earthquake is large enough and the lateral loads exceed the design strength of the building it can fail as the lateral loads generate shear stresses in the structure which if they reach a large enough value can cause shear or buckling failure in structural members or joints leading to collapse. Also earthquakes can cause a process known as liquefaction to occur which causes the soil to lose its ability to support vertical loads (a loss of bearing capacity). This can cause subsidence of buildings which can contribute to instability, especially if it is differential subsidence (where one side of the building subsides more than the other).
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