
TWO DIMENSIONAL DRAWING

Now, you may notice when looking at this diagram that the beams and rafters shouldn’t be able to cross from one side of the pyramid to the other? Well, what makes this happen is by examining this chart of the inside of the pyramid out. Once you realize that the beams and rafters raised from the ground level up used counterweight lifting system of equal size, and proportion to go up the slope and slide on the other side of the hill. This mainly constitutes the inner make up of the pyramid and The Cantilever Lifting System or Method. The Cantilever Technique, and Hemiunu’s Counterweight Reset, and Lifting Method are the same ones that can lift any amount of weight that is either 4 or 5% of the actual weight of the block that they needed to lift up a 26 degree counterweight slope.
After you do the math and you find out that’s how the percentage of something that you can lift when using anyone of these counterweight lifting configurations. So if 4% or 5% is all you can move of something then you must consider that times 4.5%. So say they could lift 2.7 of something whatever that may be by using brute strength alone. Whatever that lift might be. It could be 2.7 pounds, it could be ounces, and it could even be tons after you’ve done the math cantilever lifting technique and found that you can lift all but 4.28% of what? In this case 2.7. So 2.7 is 4.28% of what? The answer is 63, or in this case 63 tons. It works with any denomination. In order to find out how much the workers would’ve needed to lift they would’ve needed to start out with 128.8% of the slope of the slide.
Now, due to the indirect rope configuration linked together from one counterweight lift to the other and another set of ropes connected directly to the back of each side’s counterweight lift. So know we cut the weight of 128.8% or 81 tons in half giving us 54.4%. Subtract the 35.4% of the positive weight resting on the other halve of the counterweight lift. Subtract one from the other giving you 18.2% and divide that into the original 54.3 negative counterweight’s weight. That comes out to be 33.4%. Subtract that from the original 128.8% and you get 95.4% is all the workers had to do which comes roughly to 2.5 tons. Anyway, back to the math at hand. First we should go over how to properly use the single rope and double pulley system. This rope configuration actually lessened the load needed to be lifted by the pyramid workers when resetting 4 times or when lifting a beam that weighs around 63 tons down to 16-ton negative force which could only be lifted by the workers using the single rope and double pulley system to get things started. So in order to find out how much weight is needed with the rope configuration and the weight of the load that you wanted to lift.
That would be using a single counterweight lift of 48 tons along with a single 16-ton counterweight lifts could’ve been used in a sing pull. Starting from the ground up which could be used side by side in one single counterweight lift of 32 tons up to the 32nd meter level using the counterweight lifted on the lower right hand side of the constructions 26-degree slope. Then they would cantilever the full weight of the 63 ton beams up The Grand Gallery giving them a positive force of 71.2% on the lower left hand side of the counterweight lift that they could use twice. The counterweight configuration they needed to use in order to raise smaller 16-ton counterweight blocks upwards would’ve used a 16 ton counterweight to lift the 27, 48, and 63 ton beams and rafters up to the 32nd meter or 3rd level storage area. Not to mention the 22, 21 ton rafters that needed to be installed at the very top of the relieving chambers. The same ones that form a slanted roof above the Queens Chamber.Mathematically, that means the 128 percent grade of a 26 degree slope means that a 16 ton weight would now weigh 20 tons instead of 16.
Now, considering that the 26-degree grade of the counterweight lift is now divided in half and then in half again by The Single Rope and Double Pulley configuration. This meant that 5 tons of weight was then left to be lifted up by the workers alone. Then, considering that the workers needed to lift 16-ton counterweight blocks one at a time up to the top of the storage area before they could lift the heavy stuff using The Cantilever Lifting Technique. The blocks were then raised upwards one at a time to the 32nd meter level, (Or 3rd level storage area.) They were then used as counterweights. Forming the 32 tons or half the weight of the 63 ton rafter or any weight combination there in, and moving the smaller beams and rafters up to the level that the workers were working at. They didn’t have to continue on doing it this way though. They only needed to raise 16 ton counterweight blocks upward to the 32nd meter level once while still using The Single Rope and Double Pulley Configuration. When they were lifting 63 ton beams though, they used The Cantilever Lifting Technique.
THE VIRTICLE VIEW OF KHUFU'S CONSTRUCTION TOWER