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 fixityat B and K with E and H columns omitted A reinforced concrete beam having a width of 300 mm and an overalldepth of 600 mm has a spacing of 3 m. on centers, supports a slab 100 mmin 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 omittedsuch that the girder BEHK supports the beam, DEF at E and GHI at H.Assume weight of concrete = 2400 kg/m³.4.5 m4.5 mUse trapezoidal andtriangular loadings for two-way slab. Do not convertthese loadings to uniformlyB3 mdistributed loads.3 m3 m

Building structures are subjected to tensile stresses due to natural weather conditions on a regular…

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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