H.W 1- The floor beam in Fig. below supports nonstructural elements not likely to be damaged by large deflections. If the service dead load equals 21 kN/m and the service live load equals 12 kN/m, does the beam satisfy ACI Code requirements for allowable deflections? f = 25 MPa, fy= 400 MPa. 5 Ø25 mm W 9m 450 mm 400 mm 75 mm

H.W 1- The floor beam in Fig. below supports nonstructural elements not likely to be damaged by large deflections. If the service dead load equals 21 kN/m and the service live load equals 12 kN/m, does the beam satisfy ACI Code requirements for allowable deflections? f = 25 MPa, fy= 400 MPa. 5 Ø25 mm W 9m 450 mm 400 mm 75 mm

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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