This study investigates the design methods for the overall stability capacity in equal-leg angles under axial compression and those subjected to eccentric compression with single-sided connections. It ...

Single-angle sections are often provided as web members in roof trusses, bracings in buildings and transmission line towers, and cross-frame members in plate girder bridges. They are often connected ...

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Concrete-filled steel tubular (CFST) columns have extensive applications in structural engineering due to their exceptional load-bearing capability and ductility. However, existing design code ...

The first step is the sizing of members from strength and the second is to verify deflection. Overall Depth of Truss = (Span / 10) to (Span / 12) Initial approximate self-weight of truss (kg/m), ...

The comparisons of load-displacement curves of specimens with different slenderness ratios are shown in Figure 13. It can be seen that the initial stiffness of the specimen decreases gradually with ...

GENOA, Italy — An off-duty firefighter, Davide Capello, had just driven out of a tunnel and onto the main bridge over Genoa in a heavy summer rain, when he heard a low, dull rumble all around his car.

As global interest in using engineered wood products in tall buildings intensifies due to the “green” credential of wood, it is expected that more tall wood buildings will be designed and constructed ...

Light-duty vehicles (LDVs) in the United States and elsewhere are required to meet increasingly challenging regulations on fuel economy and greenhouse gas (GHG) emissions as well as criteria pollutant ...

1 Saudi Automotive Services Company, Jedah, KSA. 2 Department of Civil Engineering, Jazan University, Jazan, KSA. 3 Nile Valley University, Khartoum, Sudan. In this paper, a design optimization for ...

In this paper, estimation of the chemical composition of used oils collected from several European locations was performed on the basis of a comparative analysis of chemical composition of ...

Punching strength is a critical point in the design of flat slabs and due to the lack of a theoretical method capable of explaining this phenomenon, empirical formulations presented by codes of ...