L. Load Analysis: A floor beam is used to support the 3-m width of a reinforced concrete slab having a thickness of 120 mm. The slab serves as a portion of the ceiling for the floor below and it's bottom is coated with plaster. Furthermore, a 2.75-m high, 12.5-cm thick lightweight solic concrete block wall is directly over the top flange of the beam. The cross-sectional area of the wide flange steel beam is 36,645 mm2. Determine the total dead load carried by the steel beam (expressed in kN/m).
L. Load Analysis: A floor beam is used to support the 3-m width of a reinforced concrete slab having a thickness of 120 mm. The slab serves as a portion of the ceiling for the floor below and it's bottom is coated with plaster. Furthermore, a 2.75-m high, 12.5-cm thick lightweight solic concrete block wall is directly over the top flange of the beam. The cross-sectional area of the wide flange steel beam is 36,645 mm2. Determine the total dead load carried by the steel beam (expressed in kN/m).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:1. Load Analysis: A floor beam is used to support the 3-m
width of a reinforced concrete slab having a thickness of
120 mm. The slab serves as a portion of the ceiling for the
floor below and it's bottom is coated with plaster.
Furthermore, a 2.75-m high, 12.5-cm thick lightweight solid
concrete block wall is directly over the top flange of the
beam. The cross-sectional area of the wide flange steel
beam is 36,645 mm2. Determine the total dead load carried
by the steel beam (expressed in kN/m).
Material
Concrete, plain cinder
Reinforced concrete
Masonry, lightweight solid concrete
Masonry, normal weight concrete
Steel, cold-drawn
Aluminum
*Plaster on concrete
Unit Weight - kN/m ³
17.0
23.6
16.5
21.2
77.3
26.7
0.24 kPa
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