(Dead & live)Find the maximum Service loads that the+₂²seam shown below can carry; if fé= 30 №by = 400 N/m², the ratio ofLive load to Dead loadis "2" (=—=—=2), Neglect beam self weight, if:Ⓒ As = 2000 min?2. As = 3000 mn?W=?L=4mL=2DWaW₂= 1·2D4+1-GL-LW₁ = 1.2 D-L+1.6x2D200mm12.400I loo300100

Given: fc = 30 MPa fy = 400 MPa LL = 2 DL hf = 100 mm bw = 200 mm b = 400 mm d = 300+100 = 400 mm…

(Dead & live) Find the maximum Service loads that the seam shown below can carry; if fé= 30 № Live load to Dead load by = 400 N/m², the ratio of mmz is "2" (=—=—=2), Neglect beam self weight, if: Ⓒ As = 2000 min? 22. As = 3000 mu? W=? L=4m L=2D Wa W₂= 1·2D4+1-6G L-L W₁ = 1.2 D-L+1-6x2D 200mm 12. 400 2 I loo 300 100

(Dead & live) Find the maximum Service loads that the seam shown below can carry; if fé= 30 № Live load to Dead load by = 400 N/m², the ratio of mmz is "2" (=—=—=2), Neglect beam self weight, if: Ⓒ As = 2000 min? 22. As = 3000 mu? W=? L=4m L=2D Wa W₂= 1·2D4+1-6G L-L W₁ = 1.2 D-L+1-6x2D 200mm 12. 400 2 I loo 300 100

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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