6. Design Wide flange section of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a unbraced structure, based on AISC LRFD method. The dead load is 100 kips and live load is 150 kips at the top of the column. It is assumed that the column is braced with steel beams for both directions at height, 16 ft. Total beam reaction is dead load 30 kips and live load 90 kips at mid-height. Assume the bearing type connection with threads excluded form the shear planes, and double row of bolts is used. 14'-0" A992 steel 16'-0" P.

6. Design Wide flange section of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a unbraced structure, based on AISC LRFD method. The dead load is 100 kips and live load is 150 kips at the top of the column. It is assumed that the column is braced with steel beams for both directions at height, 16 ft. Total beam reaction is dead load 30 kips and live load 90 kips at mid-height. Assume the bearing type connection with threads excluded form the shear planes, and double row of bolts is used. 14'-0" A992 steel 16'-0" P.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.3P

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