PROBLEM 01: Considering a W24x104 section for the beam Properties of the W24 x 104 section shown, check whether this member satisfies the appropriate AISC interaction equation. Assume the beam section to be d = 611.12 mm compact and use A36 steel. The horizontal beam-column is tw = 12.70 mm subjected to a service live load P=125 kN and Q = 800 kN. bị = 323.85 mm Consider the weight of the beam. The member is laterally = 19.05 mm braced at its end and the bending is along it major axis. k = 1290 x 10° mm Lateral supports are provided at the X marks. Use LRFD and ly = 108 x 10 mm4 AISC specifications Ag = 19742 mm2 Sx = 4228 x 103 mm Sy = 667 x 10° mm Zx = 4736 x 10° mm3 Zy = 1023 x 103 mm3 nominal weight = 155 kg/m Q 2m FICA 4m
PROBLEM 01: Considering a W24x104 section for the beam Properties of the W24 x 104 section shown, check whether this member satisfies the appropriate AISC interaction equation. Assume the beam section to be d = 611.12 mm compact and use A36 steel. The horizontal beam-column is tw = 12.70 mm subjected to a service live load P=125 kN and Q = 800 kN. bị = 323.85 mm Consider the weight of the beam. The member is laterally = 19.05 mm braced at its end and the bending is along it major axis. k = 1290 x 10° mm Lateral supports are provided at the X marks. Use LRFD and ly = 108 x 10 mm4 AISC specifications Ag = 19742 mm2 Sx = 4228 x 103 mm Sy = 667 x 10° mm Zx = 4736 x 10° mm3 Zy = 1023 x 103 mm3 nominal weight = 155 kg/m Q 2m FICA 4m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:PROBLEM 01: Considering a W24x104 section for the beam Properties of the W24 x 104 section
shown, check whether this member satisfies the appropriate Ag = 19742 mm2
AISC interaction equation. Assume the beam section to be d = 611.12 mm
compact and use A36 steel. The horizontal beam-column is
subjected to a service live load P=125 kN and Q = 800 kN. bi = 323.85 mm
Consider the weight of the beam. The member is laterally t = 19.05 mm
braced at its end and the bending is along it major axis. k = 1290 x 10 mm+
Lateral supports are provided at the X marks. Use LRFD and ly = 108 x 10 mm4
AISC specifications
tw = 12.70 mm
Sx = 4228 x 103 mm3
Sy = 667 x 10° mm
nominal weight = 155 kg/m
Zx = 4736 x 103 mm3
Zy = 1023 x 103 mm3
IP
Q
2m
4m
EDIFICA
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