A course in structural drafting; . (2) k. r (6) (3) ^ >. (7) Fig 43. of plates and angles is extensively usedin cases where the loads are sufficientlylight to permit of it. The box form ofplates and angles, shown on the secondtype in the illustration, is one of themost ordinary as well as commendableforms in common use. This sectionmay be readily strengthened by using 3-inch, 4-inch, 5-inch and 6-inch Zs re-spectively. When the load can be safe-ly carried without the aid of cover-plates, and if the size of the columndoes not become too large for its rela-tive position in the building, it is
A course in structural drafting; . (2) k. r (6) (3) ^ >. (7) Fig 43. of plates and angles is extensively usedin cases where the loads are sufficientlylight to permit of it. The box form ofplates and angles, shown on the secondtype in the illustration, is one of themost ordinary as well as commendableforms in common use. This sectionmay be readily strengthened by using 3-inch, 4-inch, 5-inch and 6-inch Zs re-spectively. When the load can be safe-ly carried without the aid of cover-plates, and if the size of the columndoes not become too large for its rela-tive position in the building, it is moreeconomical to use the simple section,but when additional area is required.
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Keywords: ., bo, bookcentury1900, bookdecade1900, bookidcourseinstructur00brow