Crosslinking Studies To Probe Substrate Binding By Soybean Lipoxygenase-1

Soybean lipoxygenase-1 (SBLO-1) catalyzes the oxygenation of polyunsaturated fatty acids into conjugated diene hydroperoxides. The three dimensional structure of SBLO-1 is known, but it is not certain how substrates bind. One hypothesis involves the transient separation of helix-2 and helix-11 located on the exterior of the molecule in front of the active site iron. A second hypothesis involves a conformational change in the side chains of residues leucine 541 and threonine 259. To test these hypotheses, site directed mutagenesis was used to create a cysteine mutation on each helix, which could allow for the formation of a disulfide linkage. Disulfide formation between the two cysteines in the T259C,S545C mutant was found to be unfavorable, but later shown to be present at higher pH values using SDS-PAGE. Treatment of the T259C,S545C with the crosslinker 2,3-dibromomaleimide (DBM) resulted in a 50% reduction in catalytic activity. No loss of activity was observed when the single mutant, S545C, or the wild type was treated with DBM. Single mutants T259C and L541C both showed approximately 20% reduction in the rate after addition of DBM. Double mutants T259C,L541C and S263C,S545C showed approximately 30% reduction in the rate after addition of DBM. Single mutants T259C and L541C showed an increase in activity after incubation with NEM. Double mutants T259C,S545C and T259C,L541C showed an increase in activity after incubation with NEM. The S263C,S545C double mutant showed a slight decrease in activity in the presence of NEM. It is unclear how the NEM and DBM are interacting with the molecule, but this can easily be determined through mass spectrometry experiments.

Using the Natural Period of a Structure as an Indicator of the Significance of Second-Order Effects

This study investigates the feasibility of predicting the momentamplification in beam-column elements of steel moment-resisting frames using the structure's natural period. Unlike previous methods, which perform moment-amplification on a story-by-story basis, this study develops and tests two models that aim to predict a global amplification factor indicative of the largest relevant instance of local moment amplification in the structure. To thisend, a variety of two-dimensional frames is investigated using first and secondorder finite element analysis. The observed moment amplification is then compared with the predicted amplification based on the structure's natural period, which is calculated by first-order finite element analysis. As a benchmark, design moment amplification factors are calculated for each story using the story stiffness approach, and serve to demonstrate the relativeconservatism and accuracy of the proposed models with respect to current practice in design. The study finds that the observed moment amplification factors may vastly exceed expectations when internal member stresses are initially very small. Where the internal stresses are small relative to the member capacities, thesecases are inconsequential for design. To qualify the significance of the observed amplification factors, two parameters are used: the second-order moment normalized to the plastic moment capacity, and the combined flexural and axial stress interaction equations developed by AISC