A reinforced concrete beam having a width of 300 mm and an overall depth of 600 mm has a spacing of 3 m. on centers, supports a slab 100 mm in thickness. The super imposed dead load is 3 kPa. (includes floor finish, ceiling, fixtures, etc.) Live load is 4.8 kPa. Columns E and H are omitted such that the girder BEHK supports the beam, DEF at E and GHI at H. Assume weight of concrete = 2400 kg/m³. 4.5 m 4.5 m Use trapezoidal and triangular loadings for two- way slab. Do not convert these loadings to uniformly B 3 m D distributed loads. 3 m 3 m K
A reinforced concrete beam having a width of 300 mm and an overall depth of 600 mm has a spacing of 3 m. on centers, supports a slab 100 mm in thickness. The super imposed dead load is 3 kPa. (includes floor finish, ceiling, fixtures, etc.) Live load is 4.8 kPa. Columns E and H are omitted such that the girder BEHK supports the beam, DEF at E and GHI at H. Assume weight of concrete = 2400 kg/m³. 4.5 m 4.5 m Use trapezoidal and triangular loadings for two- way slab. Do not convert these loadings to uniformly B 3 m D distributed loads. 3 m 3 m K
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Compute the ultimate load at E induced by the beam DEF. Assume beam DE and EF
are simply supported.
Compute the ultimate load at D induced by the beam DE. Assume beam DE is
simply supported.
Compute the moment at B assuming full fixity at B and K with E and H columns
omitted.
Compute the vertical reaction at B assuming full fixity at B and K with E and H
columns omitted.
Compute the maximum positive moment of girder BK assuming full fixity
at B and K with E and H columns omitted
Transcribed Image Text:A reinforced concrete beam having a width of 300 mm and an overall
depth of 600 mm has a spacing of 3 m. on centers, supports a slab 100 mm
in thickness. The super imposed dead load is 3 kPa. (includes floor finish,
ceiling, fixtures, etc.) Live load is 4.8 kPa. Columns E and H are omitted
such that the girder BEHK supports the beam, DEF at E and GHI at H.
Assume weight of concrete = 2400 kg/m³.
4.5 m
4.5 m
Use trapezoidal and
triangular loadings for two-
way slab. Do not convert
these loadings to uniformly
B
3 m
distributed loads.
3 m
3 m
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