i need the answer quickly Q2: A(500*400) mm column shown in Fig.2 is reinforced with 12032mm bars. The applied1000 kN is applied at cccentricities (c ey-200mm). Check theservice dead load Padequacy of the section. Let f. -25 MPa. fy=400MP..(D)60280607535075Ooloo

Given Datab=500mmd=400mmAst=12-ϕ32mmfc=25MPafy=400MPa

applied Q2: A (500*400) mm column shown in Fig.2 is reinforced with 12 32mm bars. service dead load P= 1000 kN is applied at eccentricities (ccy-200mm). Check the adequacy of the section. Let f. 25 MPa. fy -400MPa. P (D) 60 280 0-60 0 O ooloa 1 1 IN 75 0 1 350 O 00 OC H 75 T

applied Q2: A (500*400) mm column shown in Fig.2 is reinforced with 12 32mm bars. service dead load P= 1000 kN is applied at eccentricities (ccy-200mm). Check the adequacy of the section. Let f. 25 MPa. fy -400MPa. P (D) 60 280 0-60 0 O ooloa 1 1 IN 75 0 1 350 O 00 OC H 75 T

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.6.11P: A steel column ( E = 30 X 103 ksi) that is fixed at the base and free at the top is constructed of a...

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i need the answer quickly

Q2: A(500*400) mm column shown in Fig.2 is reinforced with 12032mm bars. The applied
1000 kN is applied at cccentricities (c ey-200mm). Check the
service dead load P
adequacy of the section. Let f. -25 MPa. fy=400MP..
(D)
60
280
60
75
350
75
Ooloo

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