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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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Please solve this question queckly

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

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Step 1: We have to check deflection limit

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Step 2: Deflection due to L.L. and D.L.

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Step 3: Modulus of elasticity of the concrete and using deflection formula

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Step 4: Checking for deflection

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