Sentence examples for both beam and column from inspiring English sources
Elements with a designated moment curvature relationship were adopted for both beam and column elements, and five-story and ten-story RC frame numerical structures were established.
In seven of these tests, the gusset plates at the end of the brace members were connected to both beam and column flanges, while in the other five tests these were connected to the beam flange only.
Then the existence of crack, in both beam and column, separately represented.
Finally the effect of crack when it is embedded simultaneously in both beam and column members, is also studied.
The effect of cracking is modeled using Castigliano's theorem and laws of fracture mechanics as mass-less rotational and translational springs which are embedded in different locations of the steel frame structure in both beam and column.
At the time when crack embedded simultaneously in both beam and column and horizontal responses of the frame structure has been measured, other additional reflected signals because of existence of crack are also emerged.
Additionally, the Montauk was noteworthy for its fireproofing system, which employed a hollow tile subfloor and tiles to encase both beams and columns, and was hailed as one of the first truly fireproof buildings.
Cyclic tests were performed on six full-scale single-bay two-story frames, including one frame using Q345 (fy = 345 MPa) ordinary strength steels, and another five frames using Q460 (fy = 460 MPa) high strength steels or Q890 (fy = 890 MPa) ultra-high strength steels in only columns or both beams and columns.
Wide-flange shapes are commonly used for both beams and columns within steel-framed structures, wide-flange (W) sections have parallel flange surfaces, making it somewhat easier to make connections to other structural elements; these sections are manufactured in groups with a common set of inner rollers.
In addition, all elements used in this study are only inelastic flexural failure mode, However, some past studies (Inel and Ozmen 2006; Jeong and Elnashai 2005) have reported that even for under-designed RC buildings, possessing inadequate transverse reinforcement, the shear demand is significantly lower than the shear capacity in both beams and columns and that no shear failure would occur.
