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Span of beam.
Effective span of beam.
Result in terms of vertical deflection along the span of beam and ultimate load resistance capacity are measured.
Deflection measured along the span of beam for monolithic and precast specimens at different load is presented in Fig. 9.
From Fig. 6, it can be concluded that the relation between experimental load and the deflection at the mid span of beam CB is linear up to 15.3 kN total load and 8.25 mm corresponding mid-span deflection.
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The investigated building models have slightly higher SCWB ratios in the longitudinal direction as compared to the transverse direction, due to the shorter span of beams in the longitudinal direction.
Despite different heights and spans of beams, the TDL stays the same.
Instantaneous self-sensing recordings were made using brass electrodes embedded in different shear spans of beams.
RC frame structure behavior should be in accord with the seismic principle of strong-column-weak-beam. Negative bending moment regions on both sides of a column that is to be removed are missing, however, these locations have maximum positive bending moment after removed column loss, and the spans of beams and slabs became larger, as shown in Fig. 11.
(6 where h is the total depth of the beam and a is the shear span of the beam.
Deflection of the beam when the moving load passes the mid span of the beam is considered.
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