A simply supported W16x40 (A36) beam supports a a dead load = 20 psf that includes ceiling weight + HVAC, a floor live load = 50 psf, and self-weight of the beam. The beam also supports a 10 kip dead load from a column supporting a mezzanine level. The 10 kip dead load is located 10 ft from the left beam support. The beam is 15 ft long and has a tributary width = 10 ft. Provide the following information for the beam: Using the LRFD method, draw the loading, shear, and moment diagram for the beam. Label locations and points of maximum shear and moment on the beam. Find the live load deflection in the middle of the beam. Deflection formulas are provided in the 15th ED. AISC Steel Manual Table 3-23. The modulus of elasticity for steel = 29,000 ksi.
A simply supported W16x40 (A36) beam supports a a dead load = 20 psf that includes ceiling weight + HVAC, a floor live load = 50 psf, and self-weight of the beam. The beam also supports a 10 kip dead load from a column supporting a mezzanine level. The 10 kip dead load is located 10 ft from the left beam support. The beam is 15 ft long and has a tributary width = 10 ft. Provide the following information for the beam: Using the LRFD method, draw the loading, shear, and moment diagram for the beam. Label locations and points of maximum shear and moment on the beam. Find the live load deflection in the middle of the beam. Deflection formulas are provided in the 15th ED. AISC Steel Manual Table 3-23. The modulus of elasticity for steel = 29,000 ksi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. A simply supported W16x40 (A36) beam supports a a dead load = 20 psf that includes ceiling weight + HVAC, a floor live load = 50 psf, and self-weight of the beam. The beam also supports a 10 kip dead load from a column supporting a mezzanine level. The 10 kip dead load is located 10 ft from the left beam support. The beam is 15 ft long and has a tributary width = 10 ft.
Provide the following information for the beam:
- Using the LRFD method, draw the loading, shear, and moment diagram for the beam. Label locations and points of maximum shear and moment on the beam.
- Find the live load deflection in the middle of the beam. Deflection formulas are provided in the 15th ED. AISC Steel Manual Table 3-23. The modulus of elasticity for steel = 29,000 ksi.
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