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 S.0 m. The floor supports a superimposed service dead load of 1.0 kPa and service live load of 2.1 kPa Using f.21 MPa, long bar f, 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. R. 11.448 Efective flange width of a typical interior beam in mm. B. 1850 A. B.928 C I1028 D. 9.960 2. A. 1,500 C 1.200 D. 1,466

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 S.0 m. The floor supports a superimposed service dead load of 1.0 kPa and service live load of 2.1 kPa Using f.21 MPa, long bar f, 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. R. 11.448 Efective flange width of a typical interior beam in mm. B. 1850 A. B.928 C I1028 D. 9.960 2. A. 1,500 C 1.200 D. 1,466

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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