Q2: An office building of simple construction has a constant bay width of 10 m in the longitudinal direction. In the transverse direction, the column spacings are 4.5 m followed by 3 m. Assuming that the slab spans one-way, calculate the moments and forces required for internal longitudinal beam design. Use the following structural data, Structural members: Longitudinal beam: Transverse beam: UB 533×210×122 UB 356×165×40 Slab: 250 mm thick RC Imposed loading General office: 2.0 kN/m²
Q2: An office building of simple construction has a constant bay width of 10 m in the longitudinal direction. In the transverse direction, the column spacings are 4.5 m followed by 3 m. Assuming that the slab spans one-way, calculate the moments and forces required for internal longitudinal beam design. Use the following structural data, Structural members: Longitudinal beam: Transverse beam: UB 533×210×122 UB 356×165×40 Slab: 250 mm thick RC Imposed loading General office: 2.0 kN/m²
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Q2: An office building of simple construction has a constant bay width
of 10 m in the longitudinal direction. In the transverse direction, the
column spacings are 4.5 m followed by 3 m. Assuming that the slab
spans one-way, calculate the moments and forces required for internal
longitudinal beam design.
Use the following structural data,
Structural members:
Longitudinal beam:
Transverse beam:
UB 533×210×122
UB 356×165×40
Slab:
250 mm thick RC
Imposed loading
General office:
2.0 kN/m²
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