Improvement in Longitudinal Shear Capacity Estimations Difference for Profiled Composite Slab
lope-intercept and partial shear connection methods are two known methods for the determination of the longitudinal shear capacity of profiled composite slab (PCS). The shear value estimations from these two methods shows conflicting values with a very high difference (26%), and this constitutes a s...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Maiduguri
2017-10-01
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| Series: | Arid Zone Journal of Engineering, Technology and Environment |
| Online Access: | http://azojete.com.ng/index.php/azojete/article/view/234 |