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designer to select safe and economical girder sizes in the future. Travel comfort, durability, and vibration-free bridges will result. 6. Use of shallow girders case study for Magnolia Avenue Bridge in City of Elizabeth, New Jersey: Preliminary design by the author shows that the AASHTO/NJDOT vertical underclearance requirement on the heavily used bridge over Route 1 and 9 was 16 ft 6 in while a higher girder depth using 50 ksi yield strength would only provide 14 ft 6 in. By using hybrid 50W and 70W girders it was possible to restrict girder depth to 3 ft 6 in over a span of 129.5 feet. Hence, the vertical underclearance increased by 1 ft 3 in to 15 ft 9 in. This was accepted as a design exception by NJDOT considering that other existing bridges in the corridor had lower than a 15-foot vertical underclearance. The bridge had two 15-foot lanes with two sidewalks. Both AASHTO LRFD and NJDOT Bridge Manual required L/1000 live load de ection criteria (i.e. 1.5 inch maximum under HL-93 live load). With only 3 ft 6 in girder depth, maximum de ection under live load plus impact exceeded well over 1.5 in. However, even with reduced girder spacing of 6 ft 6 in, girder de ection exceeded well over 1.5 in. The AASHTO requirement of L/1000 is conservative, especially for HPS 70W steel, and can only be met at the expense of reducing vertical underclearance. The L/D for the girders is on the higher side amounting to 37. It was a source of concern for the QA/QC Department, which nally understood the need for a design exception for hybrid closely spaced girders. 7. On other HPS 70W projects in New Jersey, where vertical underclearance is not an issue, current practice is to use a deeper 50W web with anges using HPS 70W steel. Also, when adjacent bridges or those on local roads have a vertical underclearance of 14 ft 6 in, a deeper girder web can be used and no design is needed. Composite sections with HPS 70W and HPC decks with 5 or higher strengths: Since de ection is inversely proportional to the EI value of the composite section, high performance concrete is also playing an indirect role in the sizing of girder depths. De ection control needs to be investigated for a variety of HPC strengths and deck slab thicknesses, with the view to enhance performance of such bridges.
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Method public void ExceptWith(IEnumerable<T> set2) public void IntersectWith(IEnumerable<T> set2) public bool IsProperSubsetOf(IEnumerable<T> set2) public bool IsProperSupersetOf(IEnumerable<T> set2) public bool IsSubsetOf(IEnumerable<T> set2) public bool IsSuperSetOf(IEnumerable<T> set2) public bool SetEquals(IEnumerable<T> set2)
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Efficiency of an oscillator stage is of great interest in battery-operated devices. When combined with the DC power dissipation created by the static bias current and the voltage across the collector, or PDC VCIC, then we get the efficiency of the Class A gain stage of the oscillator, or (PAC/PDC) 100 power efficiency in percent.
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