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00 mm thick is cast monolithically with beams 250 mm wide on centers, on simple supports over a span of 5.0 m. The floo d service dead load of 1.0 kPa and service live load of 2.1 kPa. fy = 415 MPa, calculate the following: d uniform load on a typical interior beam in kN/m using load dload and16 for live load

00 mm thick is cast monolithically with beams 250 mm wide on centers, on simple supports over a span of 5.0 m. The floo d service dead load of 1.0 kPa and service live load of 2.1 kPa. fy = 415 MPa, calculate the following: d uniform load on a typical interior beam in kN/m using load dload and16 for live load

Structural Analysis
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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Question 48 A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m on centers, on simple supports over a span of 5.0 m. The floor supports a superimposed service dead load of 1.0 kPa and service live load of 2.1 kPa. Using fe = 21 MPa, long bar fy = 415 MPa, calculate the following: 1. Factored uniform load on a typical interior beam in kN/m using load factors of 1.2 for dead load and 1.6 for live load. A. 8.928 В. 11.448 C. 11.028 D. 9.960 2. Effective flange width of a typical interior beam in mm. А. 1,500 В. 1,850 С. 1,200 D. 1,466 3. Required amount of 16-mm-flexure bars for a typical interior beam in positive bending. Use 10-mm-dia. stirrups A. 512 mm? B. 246 mm? C. 331 mm² D. 427 mm² 1A 1B 10 1D 2A 2B 20 2D ЗА ЗВ 3C 3D
Transcribed Image Text:Question 48 A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m on centers, on simple supports over a span of 5.0 m. The floor supports a superimposed service dead load of 1.0 kPa and service live load of 2.1 kPa. Using fe = 21 MPa, long bar fy = 415 MPa, calculate the following: 1. Factored uniform load on a typical interior beam in kN/m using load factors of 1.2 for dead load and 1.6 for live load. A. 8.928 В. 11.448 C. 11.028 D. 9.960 2. Effective flange width of a typical interior beam in mm. А. 1,500 В. 1,850 С. 1,200 D. 1,466 3. Required amount of 16-mm-flexure bars for a typical interior beam in positive bending. Use 10-mm-dia. stirrups A. 512 mm? B. 246 mm? C. 331 mm² D. 427 mm² 1A 1B 10 1D 2A 2B 20 2D ЗА ЗВ 3C 3D
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