5. For the connection as shown in Figure below, subject to tension and shear, two angles L4 X 31/2 X 5/8 are used to carry their maximum capacity as a tension member of A36 steel. Assume the connection of the angles to the structural tee (WT) web will be along single gage line as shown. Determine the number and positioning of 7/8 in-diameter A325 bolts to attach the WT to the flange of a W section. The flange of WT and the W shape are bolt 3/4 in thick and A36 steel is used. Use a bearing-type A325-X connection. WT 34 3" spacing diam A.325 2-L4 × 3 ×
5. For the connection as shown in Figure below, subject to tension and shear, two angles L4 X 31/2 X 5/8 are used to carry their maximum capacity as a tension member of A36 steel. Assume the connection of the angles to the structural tee (WT) web will be along single gage line as shown. Determine the number and positioning of 7/8 in-diameter A325 bolts to attach the WT to the flange of a W section. The flange of WT and the W shape are bolt 3/4 in thick and A36 steel is used. Use a bearing-type A325-X connection. WT 34 3" spacing diam A.325 2-L4 × 3 ×
Power System Analysis and Design (MindTap Course List)
6th Edition
ISBN:9781305632134
Author:J. Duncan Glover, Thomas Overbye, Mulukutla S. Sarma
Publisher:J. Duncan Glover, Thomas Overbye, Mulukutla S. Sarma
Chapter3: Power Transformers
Section: Chapter Questions
Problem 3.65P: Reconsider Problem 3.64 with the change that now Tb includes both a transformer of the same turns...
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