PROBLEM 01: Considering a W24x104 section for the beam Properties of the W24 x 104 sectionshown, check whether this member satisfies the appropriate Ag = 19742 mm2AISC interaction equation. Assume the beam section to be d = 611.12 mmcompact and use A36 steel. The horizontal beam-column issubjected to a service live load P=125 kN and Q = 800 kN. bi = 323.85 mmConsider the weight of the beam. The member is laterally t = 19.05 mmbraced 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 mm4AISC specificationstw = 12.70 mmSx = 4228 x 103 mm3Sy = 667 x 10° mmnominal weight = 155 kg/mZx = 4736 x 103 mm3Zy = 1023 x 103 mm3IPQ2m4mEDIFICA

y = d/2 = 611.12/2 = 305.56 w = 155 x 9.81 = 1.52KN/m wu = 1.2x1.52 = 1.83 KN/m Pu = 1.6x125 = 200…

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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