H.W. 3: Double (1) roofing 1200 mm 100 600 10 m I 100 Given: f'a- 24 N/mm? f= 38 N/mm? Ap = 1000 mm I1200 N/mm? Time - dependant losses; L-15% Ye 25 kN/m S.D.L. +S.L.L. =2 kN/m Check the beam with respect to the permissible conerete stresses. 150 150 600 150 150
H.W. 3: Double (1) roofing 1200 mm 100 600 10 m I 100 Given: f'a- 24 N/mm? f= 38 N/mm? Ap = 1000 mm I1200 N/mm? Time - dependant losses; L-15% Ye 25 kN/m S.D.L. +S.L.L. =2 kN/m Check the beam with respect to the permissible conerete stresses. 150 150 600 150 150
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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