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Where an interior beam was required in place of walls she had removed, Ms. Luce used wood covered in aluminum rather than steel.
Open image in new window Fig. 9 Resistance factor for bending versus rotational capacity: interior beam.
Open image in new window Fig. 5 Comparison of design strengths calculated from PSDM: interior beam under positive moment.
Open image in new window Fig. 11 Comparison of design strengths calculated from PSDM and SCM: interior beam.
Finally, we develop an exact interior beam finite element based on the general solution.
Exact 1D interior beam equations are formed from the general 2D solution.
Similar(46)
Many details — including leaded windows, siding and interior beams — are original.
Tests were carried out on a total of 20 full scale interior beam-column joints.
A new model is developed for estimating the shear strength of RC interior beam-column connections.
Four groups of full-scale interior beam-column subassemblages were tested under reversed cyclic loading.
Chang et al. (2013) presented experimental results of two full-scale interior beam-column connections with embedded ductile rods within the joint region.
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