6m 4m W dead 0.9 x 12kN/m =10.8kN/m B A 3m C 3m D E 3m Wwind=1.3 x 60kN/m = 78kN/m <계수하중 작용상태>
6m 4m W dead 0.9 x 12kN/m =10.8kN/m B A 3m C 3m D E 3m Wwind=1.3 x 60kN/m = 78kN/m <계수하중 작용상태>
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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0.9D+1.3W (When considering the wind load during construction)
Calculation of required strength for axial force, shear force and bending moment of AB, BC, and DE members in 3 hinged frame
Factored Load Application status
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