Your team is tasked to design the supports for a beam for large air conditioner units. The beam will carry only one unit initially, but the facility may expand in the future. According to the manufacturer's literature, the air conditioner unit will apply a uniformly distributed load on the beam. Determine the reactions and draw the shear and bending moment diagrams for the beam subjected to one air-conditioner unit using the slope-deflection method. 20 kN/m W250x32.7 A= 4190 mm I = 4.91x10 mm E = 200 GPa = 200 kN/mm2 3 m 3 m
Your team is tasked to design the supports for a beam for large air conditioner units. The beam will carry only one unit initially, but the facility may expand in the future. According to the manufacturer's literature, the air conditioner unit will apply a uniformly distributed load on the beam. Determine the reactions and draw the shear and bending moment diagrams for the beam subjected to one air-conditioner unit using the slope-deflection method. 20 kN/m W250x32.7 A= 4190 mm I = 4.91x10 mm E = 200 GPa = 200 kN/mm2 3 m 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Your team is tasked to design the supports for a beam for large air conditioner units. The
beam will carry only one unit initially, but the facility may expand in the future. According to
the manufacturer's literature, the air conditioner unit will apply a uniformly distributed load
on the beam. Determine the reactions and draw
the shear and bending moment diagrams for the
beam subjected to one air-conditioner unit using
the slope-deflection method.
Transcribed Image Text:Your team is tasked to design the supports for a beam for large air conditioner units. The
beam will carry only one unit initially, but the facility may expand in the future. According to
the manufacturer's literature, the air conditioner unit will apply a uniformly distributed load
on the beam. Determine the reactions and draw
the shear and bending moment diagrams for the
beam subjected to one air-conditioner unit using
the slope-deflection method.
20 kN/m
W250×32.7
A= 4190 mm
I = 4,91×10" mm*
E = 200 GPa = 200 kN/mm²
3 m
3 m
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