HEB 100 as Pascal's Triangle 1
Bending of matters own weight
HEB 100 shaped steel is called a wide flange I-beam. In EP calculations, the cross-section describes the behavior of the steel under load. The cross-section has symmetry in many senses.
Bending of matters own weight
HEB 100 is I-shaped steel profile. In the calculation the cross-section describes the steel properties against loading. Cross-sectional HEB 100 was a coincidence, later a countable observation. The cross-section has a symmetrical construction in many meanings. The cross-section is in many standards and there is iron in other words steel, all over the world.
Pascal's Triangle Set
One cross-section of steel shape, cannot naturally alone describe the steel properties. Due to this we select five different length of the same section This in accordance to Pascal's triangle,.
Length Pascal's Triangle Bending
HEB 100 -1 1
HEB 100 -1.1 1 1 Factor 1.1
HEB 100 -1.21 1 2 1
HEB 100 -1.331 1 3 3 1
HEB 100 -1.4641 1 4 6 4 1 0.931 cm/0.636 cm = 1.463
758 cm ============== 0,931 cm 1.463
689 cm ============ 0,636 cm 1.465
627 cm ========= 0,434 cm 1.461
570 cm ======= 0,297 cm 1.463
518 cm === 0,203 cm - _
1.1 Factors 1.463
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The profile bending of its own weight
HEB 100 -1.1 ...1.4641 is a relative reference to the cross-section length. A similar set of Pascal can be created of other cross-sections, and generally in things and phenomena. Number five is strongly involved in, because without a special arrangement, we usually can not exceed the scope of the review.
Later, I will present a precise and simple definition of deformation.
16.2.2012*15:19 (43945 - 426)
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